February, March, April, May, June, August, September, October, November, December 2001
No. 1, 1–93; No. 2, 95–193, No. 3, 195–291; No. 4, 293–387; No. 5, 389–482; No. 6, 483–576; No. 7, 577–654; No. 8, 655–732; No. 9, 733–826; No. 10, 827–920
AUTHOR INDEX
Abbiss C. P.
Deformation of landfill from measurements of shear wave velocity and damping, 483–492
Akagi H., Jafari M. R., Bolton M. D., Komiya K. & Soga K.
Soil consolidation associated with grouting during shield tunnelling in soft clayey ground, 835–846
Algin H. M.
Technical note: Vertical stress formula for pressure over rectangular areas, 719–722
Alonso E. E. & Navarro V.
Secondary compression of clays as a local dehydration process, 859–869
Alonso E. E. & Oldecop L. A.
A model for rockfill compressibility, 127–139
Alonso E. E., Gens A. & Lloret A.
Discussion: Precompression design for secondary settlement reduction, 822–826
Ashmawy A. K. & Sukumaran B.
Quantitative characterisation of the geometry of discrete particles, 619–627
Bardet J. P. & Iai S.
Plane strain instability of saturated elasto-plastic soils, 389–398
Berrill J. B., Christensen S. A., Keenan R. P., Okada W. & Pettinga J. R.
Case study of lateral spreading forces on a piled foundation, 501–517
Blewett J., McCarter W. J., Chrisp T. M. & Starrs G.
Technical note: Monitoring sedimentation of a clay slurry, 723–728
Boardman D. I., Glendinning S. & Rogers C. D. F.
Development of stabilisation and solidification in lime—clay mixes, 533–543
Bolton M. D., Komiya K., Soga K., Akagi H. & Jafari M. R.
Soil consolidation associated with grouting during shield tunnelling in soft clayey ground, 835–846
Bowman E. T., Soga K. & Drummond W.
Particle shape characterisation using Fourier descriptor analysis, 545–554
Brucy F., Chow F. C., Jardine R. J. & Nauroy J. F.
Discussion: Time-related increases in the shaft capacities of driven piles in sand, 475–476
Burland J. B. & Georgiannou V. N.
A laboratory study of post-rupture strength, 665–675
Burton C. L., Waltham A. C. & McLarenS. J.
Technical note: Strength variation in young reef limestones, 887–889
Butterfield R.
Discussion: Dimensional analysis for geotechnical engineers, 91–93
Byrne B. W. & Houlsby G. T.
Technical note: Observations of footing behaviour on loose carbonate sands, 463–466
Cafaro F. & Cotecchia F.
Structure degradation and changes in the mechanical behaviour of a stiff clay due to weathering, 441–453
Cao L. F., Chang M. F. & Teh C. I.
Undrained cavity expansion in modified Cam clay II: Application to the interpretation of the piezocone test, 335–350
Cao L. F., Teh C. I. & Chang M. F.
Undrained cavity expansion in modified Cam clay I: Theoretical analysis, 323–334
Cardosa A. S. & Fernandes M. M.
Characteristic values of ground parameters and probability of failure in design according to Eurocode 7, 519–531
Carrara L., Velde B., Dudoignon P. & Pantet A.
Macro—micro measurement of particle arrangement in sheared kaolinitc matrices, 493–499
Cerasi P. & Soga K.
Failure models of drilling fluid filter cake, 777–785
Chang M. F., Cao L. F. & Teh C. I.
Undrained cavity expansion in modified Cam clay I: Theoretical analysis, 323–334
Chang M. F., Teh C. I. & Cao L. F.
Undrained cavity expansion in modified Cam clay II: Application to the interpretation of the piezocone test, 335–350
Chow F. C., Jardine R. J., Nauroy J. F. & Brucy F.
Discussion: Time-related increases in the shaft capacities of driven piles in sand, 475–476
Chrisp T. M., Starrs G., Blewett J. & McCarter W. J.
Technical note: Monitoring sedimentation of a clay slurry, 723–728
Christensen S. A., Keenan R. P., Okada W., Pettinga J. R. & Berrill J. B.
Case study of lateral spreading forces on a piled foundation, 501–517
Christopher R. A., Juang C. H. & Jiang T.
Three-dimensional site characteristics: neural network approach, 799–809
Chu J. & Leong W. K.
Pre-failure strain softening and pre-failure instability of sand: a comparative study, 311–321
Clayton C. R. I. & Heymann G.
Stiffness of geomaterials at very small strains, 245–255
Coop M. R. & Klotz E. U.
An investigation of the effect of soil state on the capacity of driven piles in sands, 733–751
Cotecchia F. & Cafaro F.
Structure degradation and changes in the mechanical behaviour of a stiff clay due to weathering, 441–453
Cousens T. W., Stewart D. I. & Tay Y. Y.
The strength of unsaturated bentonite-enhanced sand, 767–775
Cravero S., Harrison J. P. & Ferrero A. M.
Fuzzy partitioning algorithms applied to the interpretation of distinct element modelling results, 677–686
Crespellani T., Madiai C. & Vannuchi G.
Discussion: Earthquake destructiveness potential factor and slope stability, 281–284
Cresswell A.
Technical note: Block sampling and test sample preparation of locked sands, 567–570
Croce P. & Flora A.
Analysis of single-fluid jet grouting, 905–906
Cuéllar V. & Olalla C.
Failure mechanism of the Aznalcóllar Dam, Seville, Spain, 399–406
Dafalias Y. F. & Li X. S.
Discussion: Dilatancy for cohensionless soils, 729–730
Daniell C. M. & McDowell G. R.
Technical note: Fractal compression of soil, 173–176
Day R. A.
Discussion: Net pressure analysis of cantilever sheet pile walls, 185–187
Dean E. T. R.
New descriptions of plane strain, 15–36
de Boer R.
Technical note: Uplift, friction, capillarity and effective stress: revisited via the porous media theory, 811–814
Doran I. G., Sivakumar V., Graham J. & Johnson A.
Discussion: Estimation of in situ stresses using anisotropic elasticity and suction measurements, 383–384
Drummond W., Bowman E. T. & Soga K.
Particle shape characterisation using Fourier descriptor analysis, 545–554
Dudoignon P., Pantet A., Carrara L. & Velde B.
Macro—micro measurement of particle arrangement in sheared kaolinitc matrices, 493–499
Ellis E. A. & Springman S. M.
Full-height piled bridge abutments constructed on soft clay, 3–14
Fakher A., Jones C. J. F. P. & Shahgholi M.
Technical note: Horizontal slice method of analysis, 881–885
Feng T. W.
Discussion: Fall-cone penetration and water content relationships of clays, 819–821
Fenton G. A. & Griffiths D. V.
Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited, 351–359
Fernandes M. M. & Cardosa A. S.
Characteristic values of ground parameters and probability of failure in design according to Eurocode 7, 519–531
Ferrero A. M., Cravero S. & Harrison J. P.
Fuzzy partitioning algorithms applied to the interpretation of distinct element modelling results, 677–686
Flora A. & Croce P.
Analysis of single-fluid jet grouting, 905–906
Fourie A. B., Hofmann B. A., Mikula R. J., Lord E. R. F. & Robertson P. K.
Partially saturated tailings sand below the phreatic surface, 577–585
Fredlund D. G., Pufahl D. E. & Vanapalli S. K.
Discussion: Influence of soil structure and stress history on the soil— water characteristics of a compacted till, 573–576
Gazetas G., Tazoh T., Nikolaou S. & Mylonakis G.
Kinematic pile bending during earthquakes: analysis and field measurements, 425–440
Gens A., Lloret A. & Alonso E. E.
Discussion: Precompression design for secondary settlement reduction, 822–826
Georgiannou V. N. & Burland J. B.
A laboratory study of post-rupture strength, 665–675
Germaine J. T., Varney A., Whittle A. J. & Sutabutr T.
Prediction and interpretation of pore pressure dissipation for a tapered piezoprobe, 601–617
Glendinning S., Rogers C. D. F. & Boardman D. I.
Development of stabilisation and solidification in lime—clay mixes, 533–543
Gonzalez R. & Sills G. C.
Consolidation of naturally gassy soft soil, 629–639
Graham J., Johnson A., Doran I. G. & Sivakumar V.
Discussion: Estimation of in situ stresses using anisotropic elasticity and suction measurements, 383–384
Greening P. D. & Lings M. L.
Technical note: A novel bender/extender element for soil testing, 713–717
Griffiths D. V. & Fenton G. A.
Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited, 351–359
Griffiths D. V. & Lane P. A.
Slope stability analysis by finite elements, 653–654
Hansbo S.
Consolidation equation valid for both Darcian and non-Darcian flow, 51–54
Harrison J. P., Ferrero A. M. & Cravero S.
Fuzzy partitioning algorithms applied to the interpretation of distinct element modelling results, 677—686
Heymann G. & Clayton C. R. I.
Stiffness of geomaterials at very small strains, 245–255
Hofmann B. A., Mikula R. J., Lord E. R. F., Robertson P. K. & Fourie A. B.
Partially saturated tailings sand below the phreatic surface, 577–585
Holzlöhner U.
Strip loads on a non-linear heterogeneous half-space, 655–664
Houlsby G. T. & Byrne B. W.
Technical note: Observations of footing behaviour on loose carbonate sands, 463–466
Houlsby G. T. & Koumoto T.
Theory and practice of the fall cone test, 701–712
Houlsby G. T. & Martin C. M.
Combined loading of spudcan foundations on clay: numerical modelling, 677–686
Houlsby G. T. & Puzrin A. M
Technical note: On the non-intersection dilemma in multiple surface plasticity, 369–372
Houlsby G. T. & Puzrin A. M.
Technical note: Strain-based plasticity models for soils and the BRICK model as an example of the hyperplasticity approach, 169–172
Hu W., Nash D. F. T. & Muir-Wood D.
Discussion: Group effects in stone column foundations: model tests, 649
Hyde A. F. L., Hyodo M., Murata H. & Nakata Y.
Discussion: A probabilistic approach to sand particle crushing in the triaxial test, 285–287
Hyodo M., Murata H., Nakata Y. & Hyde A. F. L.
Discussion: A probabilistic approach to sand particle crushing in the triaxial test, 285–287
Iai S. & Bardet J. P.
Plane strain instability of saturated elasto-plastic soils, 389–398
Jafari M. R., Bolton M. D., Komiya K., Soga K. & Akagi H.
Soil consolidation associated with grouting during shield tunnelling in soft clayey ground, 835–846
Jardine R. J. & Zdravković L.
The effect on anisotropy of rotating the principal stress axes during consolidation, 69–83
Jardine R. J., Nauroy J. F., Brucy F. & Chow F. C.
Discussion: Time-related increases in the shaft capacities of driven piles in sand, 475–476
Jardine R. J., Zdravković L. & Potts D. M.
A parametric study of the pull-out capacity of bucket foundations in soft clay, 55–67
Jiang T., Christopher R. A. & Juang C. H.
Three-dimensional site characteristics: neural network approach, 799–809
Johnson A., Doran I. G., Sivakumar V. & Graham J.
Discussion: Estimation of in situ stresses using anisotropic elasticity and suction measurements, 383–384
Jones C. J. F. P., Shahgholi M. & Fakher A.
Technical note: Horizontal slice method of analysis, 881–885
Juang C. H., Jiang T. & Christopher R. A.
Three-dimensional site characteristics: neural network approach, 799–809
Kabbaz M. H. & Khalili N.
Discussion: A unique relationship for χ for the determination of the shear strength of unsaturated soils, 477–478
Keenan R. P., Okada W., Pettinga J. R., Berrill J. B. & Christensen S. A.
Case study of lateral spreading forces on a piled foundation, 501–517
Khalili N. & Kabbaz M. H.
Discussion: A unique relationship for χ for the determination of the shear strength of unsaturated soils, 477–478
Klotz E. U. & Coop M. R.
An investigation of the effect of soil state on the capacity of driven piles in sands, 733–751
Komiya K., Soga K., Akagi H., Jafari M. R. & Bolton M. D.
Soil consolidation associated with grouting during shield tunnelling in soft clayey ground, 835–846
Konrad J.-M.
Discussion: Sand state from cone penetrometer tests: a framework considering grain crushing stress, 651–652
Koumoto T. & Houlsby G. T.
Theory and practice of the fall cone test, 701–712
Kumar J.
Technical note: Seismic vertical uplift capacity of strip anchors, 275–279
Lane P. A. & Griffiths D. V.
Slope stability analysis by finite elements, 653–654
Latham J.-P., Lu Y. & Munjiza A.
A random method for simulating loose packs of angular particles using tetrahedra, 871–879
Lee C. F., Zhu D.-Y. & Qian Q.-H.
Active and passive critical slip fields for cohesionless soils and calculation of lateral earth pressures, 407–423
Leelaratnam V. & Wesley L. D.
Technical note: Shear strength parameters from back-analysis of single slips, 373–374
Leong W. K. & Chu J.
Pre-failure strain softening and pre-failure instability of sand: a comparative study, 311–321
Leroueil S. 39th Rankin Lecture: Natural slopes and cuts: movement and failure mechanisms, 195–243
Li X. S. & Dafalias Y. F.
Discussion: Dilatancy for cohensionless soils, 729–730
Lings M. L.
Drained and undrained anisotropic elastic stiffness parameters, 555–565
Lings M. L. & Greening P. D.
Technical note: A novel bender/extender element for soil testing, 713–717
Lloret A., Alonso E. E. & Gens A.
Discussion: Precompression design for secondary settlement reduction, 822–826
Long M. M. & O'Riordan N. J.
Field behaviour of very soft clays at the Athlone embankments, 293–309
Lord E. R. F., Robertson P. K., Fourie A. B., Hofmann B. A. & Mikula R. J.
Partially saturated tailings sand below the phreatic surface, 577–585
Lu Y., Munjiza A. & Latham J.-P.
A random method for simulating loose packs of angular particles using tetrahedra, 871–879
Lukkunaprasit P., Teachavorasinskun S. & Thongchim P.
Technical note: Shear modulus and damping ratio of a clay during undrained cyclic loading, 467–470
Madiai C., Vannuchi G. & Crespellani T.
Discussion: Earthquake destructiveness potential factor and slope stability, 281–284
Maranha J. R.., Maranha das Neves E., Viega Pinto A. A. & Naylor D. J.
Discussion: A back-analysis of Beliche Dam, 377–381
Maranha das Neves E., Viega Pinto A. A., Naylor D. J. & Maranha J. R.
Discussion: A back-analysis of Beliche Dam, 377–381
Martin C. M. & Houlsby G. T.
Combined loading of spudcan foundations on clay: numerical modelling, 677–686
McCarter W. J., Chrisp T. M., Starrs G. & Blewett J.
Technical note: Monitoring sedimentation of a clay slurry, 723–728
McDowell G. R.
Technical note: Statistics of soil particle strength, 897–900
McDowell G. R. & Daniell C. M.
Technical note: Fractal compression of soil, 173–176
McLaren S. J., Burton C. L. & Waltham A. C.
Technical note: Strength variation in young reef limestones, 887–889
Merifield R. S., Sloan S. W. & Yu H. S.
Discussion: Rigorous plasticity solutions for the bearing capacity of two-layered clays, 179–183
Merifield R. S., Sloan S. W. & Yu H. S.
Stability of plate anchors in undrained clay, 141–153
Mesri G.
Technical note: Undrained shear strength of soft clays from push cone penetration test, 167–168
Michalowski R. L.
Upper-bound load estimates on square and rectangular footings, 787–798
Mikula R. J., Lord E. R. F., Robertson P. K., Fourie A. B. & Hofmann B. A.
Partially saturated tailings sand below the phreatic surface, 577–585
Mitchell J. K., Nakagawa K. & Soga K.
Discussion: Observation of Biot compressional wave of the second kind in granular soils, 85–89
Miyamoto J., Sassa S. & Sekiguchi H.
Analysis of progressive liquefaction as a moving-boundary problem, 847–857
Molenkamp F.
Evaluation of axial shear test using plane strain simulations, 37–49
Muir-Wood D., Hu W. & Nash D. F. T.
Discussion: Group effects in stone column foundations: model tests, 649
Munjiza A., Latham J.-P. & Lu Y.
A random method for simulating loose packs of angular particles using tetrahedra, 871–879
Murata H., Nakata Y., Hyde A. F. L. & Hyodo M.
Discussion: A probabilistic approach to sand particle crushing in the triaxial test, 285–287
Mylonakis G.
Winkler modulus for axially loaded piles, 455–461
Mylonakis G., Gazetas G., Tazoh T. & Nikolaou S.
Kinematic pile bending during earthquakes: analysis and field measurements, 425–440
Nakagawa K., Soga K. & Mitchell J. K.
Discussion: Observation of Biot compressional wave of the second kind in granular soils, 85–89
Nakata Y., Hyde A. F. L., Hyodo M. & Murata H.
Discussion: A probabilistic approach to sand particle crushing in the triaxial test, 285–287
Nash D. F. T. & Ryde S. J.
Modelling consolidation accelerated by vertical drains in soils subject to creep, 257–273
Nash D. F. T., Muir-Wood D. & Hu W.
Discussion: Group effects in stone column foundations: model tests, 649
Nauroy J. F., Brucy F., Chow F. C. & Jardine R. J.
Discussion: Time-related increases in the shaft capacities of driven piles in sand, 475–476
Navarro V. & Alonso E. E.
Secondary compression of clays as a local dehydration process, 859–869
Naylor D. J., Maranha J. R., Maranha das Neves E. & Viega Pinto A. A.
Discussion: A back-analysis of Beliche Dam, 377–381
Nemat-Nasser S. & Okada N.
Radiographic and microscopic observation of shear bands in granular materials, 753–765
Nikolaou S., Mylonakis G., Gazetas G. & Tazoh T.
Kinematic pile bending during earthquakes: analysis and field measurements, 425–440
Okada N. & Nemat-Nasser S.
Radiographic and microscopic observation of shear bands in granular materials, 753–765
Okada W., Pettinga J. R., Berrill J. B., Christensen S. A. & Keenan R. P.
Case study of lateral spreading forces on a piled foundation, 501–517
Olalla C. & Cuéllar V.
Failure mechanism of the Aznalcóllar Dam, Seville, Spain, 399–406
Oldecop L. A. & Alonso E. E.
A model for rockfill compressibility, 127–139
O'Riordan N. J. & Long M. M.
Field behaviour of very soft clays at the Athlone embankments, 293–309
Pan Y.-W. & Wen B.-H.
Technical note: Constitutive model for the continuous drainage of brittle rock, 155–159
Pane V. & Schiffman R. L.
Discussion: The permeability of clay suspensions, 375–376
Pantelidou H., Stallebrass S. E. & Powrie W.
Discussion: Soil stiffness in stress paths relevant to diaphragm walls in clay, 177–178
Pantet A., Carrara L., Velde B. & Dudoignon P.
Macro—micro measurement of particle arrangement in sheared kaolinitc matrices, 493–499
Pettinga J. R., Berrill J. B., Christensen S. A., Keenan R. P. & Okada W.
Case study of lateral spreading forces on a piled foundation, 501–517
Potts D. M., Jardine R. J. & Zdravković L.
A parametric study of the pull-out capacity of bucket foundations in soft clay, 55–67
Poulos H. G.
Piled raft foundations: design and applications, 95–113
Powrie W., Pantelidou H. & Stallebrass S. E.
Discussion: Soil stiffness in stress paths relevant to diaphragm walls in clay, 177–178
Pufahl D. E., Vanapalli S. K. & Fredlund D. G.
Discussion: Influence of soil structure and stress history on the soil— water characteristics of a compacted till, 573–576
Puzrin A. M. & Houlsby G. T.
Technical note: On the non-intersection dilemma in multiple surface plasticity, 369–372
Puzrin A. M. & Houlsby G. T.
Technical note: Strain-based plasticity models for soils and the BRICK model as an example of the hyperplasticity approach, 169–172
Qian Q.-H., Lee C. F. & Zhu D.-Y.
Active and passive critical slip fields for cohesionless soils and calculation of lateral earth pressures, 407–423
Ranzini S. M. T.
Technical note: Stabilisation of leaning structures: the Tower of Pisa case, 647–648
Ratnam S., Soga K. & Whittle R. W.
Technical note: Revisiting Hvorslev's intake factors using the finite element method, 641–645
Robertson P. K., Fourie A. B., HofmannB. A., Mikula R. J. & Lord E. R. F.
Partially saturated tailings sand below the phreatic surface, 577–585
Rogers C. D. F., Boardman D. I. & Glendinning S.
Development of stabilisation and solidification in lime—clay mixes, 533–543
Ryde S. J. & Nash D. F. T.
Modelling consolidation accelerated by vertical drains in soils subject to creep, 257–273
Sassa K. & Wang G.
Factors affecting rainfall-induced flowslides in laboratory flume tests, 587–599
Sassa S. & Sekiguchi H.
Analysis of wave-induced liquefaction of sand beds, 115–126
Sassa S., Sekiguchi H. & Miyamoto J.
Analysis of progressive liquefaction as a moving-boundary problem, 847–857
Sato T. & Yang J.
Technical note: Analytical study of saturation effects on seismic vertical amplification of a soil layer, 161–165
Sawicki A.
Discussion: Theoretical analysis of centrifugal model tests on reinforced earth structures, 571–572
Schiffman R. L. & Pane V.
Discussion: The permeability of clay suspensions., 375–376
Sekiguchi H. & Sassa S.
Analysis of wave-induced liquefaction of sand beds, 115–126
Sekiguchi H., Miyamoto J. & Sassa S.
Analysis of progressive liquefaction as a moving-boundary problem, 847–857
Shahgholi M., Fakher A. & Jones C. J. F. P.
Technical note: Horizontal slice method of analysis, 881–885
Sills G. C. & Gonzalez R.
Consolidation of naturally gassy soft soil, 629–639
Simpson B.
Editorial, 1
Simpson B. & Thomas H.
Editorial, 827
Sivakumar V., Graham J., Johnson A. & Doran I. G.
Discussion: Estimation of in situ stresses using anisotropic elasticity and suction measurements, 383–384
Sloan S. W., Yu H. S. & Merifield R. S.
Discussion: Rigorous plasticity solutions for the bearing capacity of two-layered clays, 179–183
Sloan S. W., Yu H. S. & Merifield R. S.
Stability of plate anchors in undrained clay, 141–153
Soga K. & Cerasi P.
Failure models of drilling fluid filter cake, 777–785
Soga K., Akagi H., Jafari M. R., Bolton M. D. & Komiya K.
Soil consolidation associated with grouting during shield tunnelling in soft clayey ground, 835–846
Soga K., Drummond W. & Bowman E. T.
Particle shape characterisation using Fourier descriptor analysis, 545–554
Soga K., Mitchell J. K. & Nakagawa K.
Discussion: Observation of Biot compressional wave of the second kind in granular soils, 85–89
Soga K., Whittle R. W. & Ratnam S.
Technical note: Revisiting Hvorslev's intake factors using the finite element method, 641–645
Springman S. M. & Ellis E. A.
Full-height piled bridge abutments constructed on soft clay, 3–14
Stallebrass S. E., Powrie W. & Pantelidou H.
Discussion: Soil stiffness in stress paths relevant to diaphragm walls in clay, 177–178
Starrs G., Blewett J., McCarter W. J. & Chrisp T. M.
Technical note: Monitoring sedimentation of a clay slurry, 723–728
Stewart D. I., Tay Y. Y. & Cousens T. W.
The strength of unsaturated bentonite-enhanced sand, 767–775
Sukumaran B. & Ashmawy A. K.
Quantitative characterisation of the geometry of discrete particles, 619–627
Sutabutr T., Germaine J. T., Varney A. & Whittle A. J.
Prediction and interpretation of pore pressure dissipation for a tapered piezoprobe, 601–617
Tay Y. Y., Cousens T. W. & Stewart D. I.
The strength of unsaturated bentonite-enhanced sand, 767–775
Tazoh T., Nikolaou S., Mylonakis G. & Gazetas G.
Kinematic pile bending during earthquakes: analysis and field measurements, 425–440
Teachavorasinskun S., Thongchim P. & Lukkunaprasit P.
Technical note: Shear modulus and damping ratio of a clay during undrained cyclic loading, 467–470
Teh C. I., Cao L. F. & Chang M. F.
Undrained cavity expansion in modified Cam clay II: Application to the interpretation of the piezocone test, 335–350
Teh C. I., Chang M. F. & Cao L. F.
Undrained cavity expansion in modified Cam clay I: Theoretical analysis, 323–334
Thomas H. & Simpson B.
Editorial, 827
Thongchim P., Lukkunaprasit P. & Teachavorasinskun S.
Technical note: Shear modulus and damping ratio of a clay during undrained cyclic loading, 467–470
Trenter N. A. & Warren C. D.
Discussion: Further investigations at the Folkestone Warren landslide, 189–192
Triantafyllidis T.
Technical note: On the application of the Hiley formula in driving long piles, 891–895
Vanapalli S. K., Fredlund D. G. & Pufahl D. E.
Discussion: Influence of soil structure and stress history on the soil— water characteristics of a compacted till, 573–576
Vannuchi G., Crespellani T. & Madiai C.
Discussion: Earthquake destructiveness potential factor and slope stability, 281–284
Varney A., Whittle A. J., Sutabutr T. & Germaine J. T.
Prediction and interpretation of pore pressure dissipation for a tapered piezoprobe, 601–617
Velde B., Dudoignon P., Pantet A. & Carrara L.
Macro—micro measurement of particle arrangement in sheared kaolinitc matrices, 493–499
Viega Pinto A. A., Naylor D. J., Maranha J. R. & Maranha das Neves E.
Discussion: A back-analysis of Beliche Dam, 377–381
Waltham A. C., McLaren S. J. & Burton C. L.
Technical note: Strength variation in young reef limestones, 887–889
Wang G. & Sassa K.
Factors affecting rainfall-induced flowslides in laboratory flume tests, 587–599
Wang S. & Wu F.
Technical note: Strength theory of homogeneous jointed rock mass, 815–818
Warren C. D. & Trenter N. A.
Discussion: Further investigations at the Folkestone Warren landslide, 189–192
Wen B.-H. & Pan Y.-W.
Technical note: Constitutive model for the continuous drainage of brittle rock, 155–159
Wesley L. D.
Technical note: Consolidation behaviour of allophone clays, 901–904
Wesley L. D. & Leelaratnam V.
Technical note: Shear strength parameters from back-analysis of single slips, 373–374
Whittle A. J., Sutabutr T., Germaine J. T. & Varney A.
Prediction and interpretation of pore pressure dissipation for a tapered piezoprobe, 601–617
Whittle R. W., Ratnam S. & Soga K.
Technical note: Revisiting Hvorslev's intake factors using the finite element method, 641–645
Wu F. & Wang S.
Technical note: Strength theory of homogeneous jointed rock mass, 815–818
Yang J. & Sato T.
Technical note: Analytical study of saturation effects on seismic vertical amplification of a soil layer, 161–165
Yin J.-H. & Zhu G.
Technical note: Consolidation of soil with vertical and horizontal drainage under ramp load, 361–367
Yin J. H. & Zhu J.-G.
Technical note: Drained creep behaviour of soft Hong Kong marine deposits, 471–474
Yu H. S., Merifield R. S. & Sloan S. W.
Discussion: Rigorous plasticity solutions for the bearing capacity of two-layered clays, 179–183
Yu H. S., Merifield R. S. & Sloan S. W.
Stability of plate anchors in undrained clay, 141–153
Zdravković L. & Jardine R. J.
The effect on anisotropy of rotating the principal stress axes during consolidation, 69–83
Zdravković L., Potts D. M. & Jardine R. J.
A parametric study of the pull-out capacity of bucket foundations in soft clay, 55–67
Zhu D.-Y, Qian Q.-H. & Lee C. F.
Active and passive critical slip fields for cohesionless soils and calculation of lateral earth pressures, 407–423
Zhu G. & Yin J.-H.
Technical note: Consolidation of soil with vertical and horizontal drainage under ramp load, 361–367
Zhu J.-G. & Yin J. H.
Technical note: Drained creep behaviour of soft Hong Kong marine deposits, 471–474
SUBJECT INDEX
Anchors
Stability of plate anchors in undrained clay. Merifield R. S., Sloan S. W. & Yu H. S., 141–153
Technical note: Seismic vertical uplift capacity of strip anchors. Kumar J., 275–279
Anisotropy
Drained and undrained anisotropic elastic stiffness parameters. Lings M. L., 555–565
Evaluation of axial shear test using plane strain simulations. Molenkamp F., 37–49
New descriptions of plane strain. Dean E. T. R., 15–36
Technical note: Constitutive model for the continuous damage of brittle rock. Pan Y.-W. & Wen B.-H., 155–159
The effect on anisotropy of rotating the principal stress axes during consolidation. Zdravković L. & Jardine R. J., 69–83
Bearing capacity
Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited. Griffiths D. V. & Fenton G. A., 351–359
Characteristic values of ground parameters and probability of failure in design according to Eurocode 7. Cardoso A. S. & Fernandes M. M., 519–531
Combined loading of spudcan foundations on clay: numerical modelling. Martin C. M. & Houlsby G. T., 687–699
Discussion: Group effects in stone column foundations: model tests. Muir-Wood D., Hu W. & Nash D. F. T., 649
Discussion: Rigorous plasticity solutions for the bearing capacity of two-layered clays. Merifield R. S., Sloan S. W. & Yu H. S., 179–183
Discussion: Theoretical analysis of centrifugal model tests on reinforced earth structures. Sawicki A., 571–572
Strip loads on a non-linear heterogeneous half-space. Holzlöhner U., 655–664
Technical note: Observations of footing behaviour in loose carbonate sands. Byrne B. W. & Houlsby G. T., 463–466
Technical note: On the application of the Hiley formula in driving long piles. Triantafyllidis T., 891–895
Technical note: Strength variation in young reef limestones. Burton C. L., Waltham A. C. & McLaren S. J., 887–889
Upper bound load estimates on square and rectangular footings. Michalowski R. L., 787–798
Calcareous soils
Technical note: Fractal compression of soil. McDowell G. R. & Daniell C. M., 173–176
Technical note: Observations of footing behaviour in loose carbonate sands. Byrne B. W. & Houlsby G. T., 463–466
Technical note: Strength variation in young reef limestones. Burton C. L., Waltham A. C. & McLaren S. J., 887–889
Case history
Case study of lateral spreading forces on a piled foundation. Berrill J. B., Christensen S. A., Keenan R. P., Okada W. & Pettinga J. R., 501–517
Discussion: Precompression design for secondary settlement reduction. Alonso E. E., Gens A. & Lloret A., 822–826
Discussion: Time-related increases in the shaft capacities of driven piles in sand. Chow F. C., Jardine R. J., Nauroy J. F. & Brucy F., 475–476
Failure mechanism of the Aznalcóllar Dam, Seville, Spain. Olalla C. & Cuéllar V., 399–406
Kinematic pile bending during earthquakes: analysis and field measurements. Nikolaou S., Mylonakis G., Gazetas G. & Tazoh T., 425–440
Centrifuge modelling
Analysis of progressive liquefaction as a moving-boundary problem. Sassa S., Sekiguchi H. & Miyamoto J., 847–857
Analysis of wave-induced liquefaction of sand beds. Sassa S. & Sekiguchi H., 115–126
An investigation of the effect of soil state on the capacity of driven piles in sands. Klotz E. U. & Coop M. R., 733–751
Discussion: Theoretical analysis of centrifugal model tests on reinforced earth structures. Sawicki A., 571–572
Full-height piled bridge abutments constructed on soft clay. Ellis E. A. & Springman S. M., 3–14
Chalk
Siffness of geomaterials at very small strains. Clayton C. R. I. & Heymann G., 245–255
Chemical properties
Development of stabilisation and solidification on lime—clay mixes. Boardman D. I., Glendinning S. & Rogers C. D. F., 533–543
Clays
A laboratory study of post-rupture strength. Georgiannou V. N. & Burland J. B., 665–675
Discussion: Fall-cone penetration and water content relationships of clays. Feng T. W., 819–821
Discussion: Group effects in stone column foundations: model tests. Muir-Wood D., Hu W. & Nash D. F. T., 649
Discussion: Rigorous plasticity solutions for the bearing capacity of two-layered clays. Merifield R. S., Sloan S. W. & Yu H. S., 179–183
Discussion: Soil stiffness in stress paths relevant to diaphragm walls in clay. Powrie W., Pantelidou H. & Stallebrass S. E., 177–178
Discussion: The permeability of clay suspensions. Pane V. & Schiffman R. L., 375–376
Field behaviour of very soft clays at the Athlone embankments. Long M. M. & O'Riordan N. J., 293–309
Macro—micro measurement of particle arrangement in sheared kaolinitic matrices. Dudoignon P., Pantet A., Carrara L. & Velde B., 493–499
Modelling consolidation accelerated by vertical drains in soils subject to creep. Nash D. F. T. & Ryde S. J., 257–273
Prediction and interpretation of pore pressure dissipation for a tapered piezoprobe. Whittle A. J., Sutabutr T., Germaine J. T. & Varney A., 601–617
Secondary compression of clays as a local dehydration process. Navarro V. & Alonso E. E., 859–869
Soil consolidation associated with grouting during shield tunnelling in soft clayey ground. Komiya K., Soga K., Akagi H., Jafari M. R. & Bolton M. D., 835–846
Stability of plate anchors in undrained clay. Merifield R. S., Sloan S. W. & Yu H. S., 141–153
Stiffness of geomaterials at very small strains. Clayton C. R. I. & Heymann G., 245–255
Structure degradation and changes in the mechanical behaviour of a stiff clay due to weathering. Cafaro F. & Cotecchia F., 441–453
Technical note: Consolidation behaviour of allophone clays. Wesley L. D., 901–904
Technical note: Drained creep behaviour of soft Hong Kong marine deposits. Zhu J.-G. & Yin J.-H., 471–474
Technical note: Revisiting Hvorslev's intake factors using the finite element method. Ratnam S., Soga K. & Whittle R. W., 641–645
Technical note: Shear modulus and damping ratio of a clay during undrained cyclic loading. Teachavorasinskun S., Thongchim P. & Lukkunaprasit P., 467–470
Technical note: Shear strength parameters from back-analysis of single slips. Wesley L. D. & Leelaratnam V., 373–374
Technical note: Undrained shear strength of soft clays from push cone penetration test. Mesri G., 167–168
Theory and practice of the fall cone test. Koumoto T. & Houlsby G. T., 701–712
Undrained cavity expansion in modified Cam clay I: Theoretical analysis. Cao L. F., Teh C. I. & Chang M. F., 323–334
Undrained cavity expansion in modified Cam clay II: Application to the interpretation of the piezocone test. Chang M. F., Teh C. I. & Cao L. F., 335–350
Compaction
A model for rockfill compressibility. Oldecop L. A. & Alonso E. E., 127–139
Discussion: Influence of soil structure and stress history on the soil— water characteristics of a compacted till. Vanapalli S. K., Fredlund D. G. & Pufahl D. E., 573–576
Compressibility
A model for rockfill compressibility. Oldecop L. A. & Alonso E. E., 127–139
Discussion: A probabilistic approach to sand particle crushing in the triaxial test. Nakata Y., Hyde A. F. L., Hyodo M. & Murata H., 285–287
Discussion: Precompression design for secondary settlement reduction. Alonso E. E., Gens A. & Lloret A., 822–826
Field behaviour of very soft clays at the Athlone embankments. Long M. M. & O'Riordan N. J., 293–309
Technical note: Fractal compression of soil. McDowell G. R. & Daniell C. M., 173–176
Consolidation
Consolidation equation valid for both Darcian and non-Darcian flow. Hansbo S., 51–54
Consolidation of naturally gassy soft soil. Sills G. C. & Gonzalez R., 629–639
Discussion: Precompression design for secondary settlement reduction. Alonso E. E., Gens A. & Lloret A., 822–826
Failure modes of drilling fluid filter cake. Cerasi P. & Soga K., 777–785
Macro—micro measurement of particle arrangement in sheared kaolinitic matrices. Dudoignon P., Pantet A., Carrara L. & Velde B., 493–499
Modelling consolidation accelerated by vertical drains in soils subject to creep. Nash D. F. T. & Ryde S. J., 257–273
Soil consolidation associated with grouting during shield tunnelling in soft clayey ground. Komiya K., Soga K., Akagi H., Jafari M. R. & Bolton M. D., 835–846
Technical note: Consolidation behaviour of allophone clays. Wesley L. D., 901–904
Technical note: Consolidation of soil with vertical and horizontal drainage under ramp load. Zhu G. & Yin J.-H., 361–367
Constitutive relations
A model for rockfill compressibility. Oldecop L. A. & Alonso E. E., 127–139
Analysis of wave-induced liquefaction of sand beds. Sassa S. & Sekiguchi H., 115–126
Discussion: Dilatancy for cohensionless soils. Li X. S. & Dafalias Y. F., 729–730
Evaluation of axial shear test using plane strain simulations. Molenkamp F., 37–49
New descriptions of plane strain. Dean E. T. R., 15–36
Plane strain instability of saturated elasto-plastic soils. Iai S. & Bardet J. P., 389–398
Prediction and interpretation of pore pressure dissipation for a tapered piezoprobe. Whittle A. J., Sutabutr T., Germaine J. T. & Varney A., 601–617
Strip loads on a non-linear heterogeneous half-space. Holzlöhner U., 655–664
Technical note: Constitutive model for the continuous damage of brittle rock. Pan Y.-W. & Wen B.-H., 155–159
Technical note: Uplift, friction, capillarity and effective stress: revisited via the porous media theory. de Boer R., 811–814
Contaminated land
Development of stabilisation and solidification on lime—clay mixes. Boardman D. I., Glendinning S. & Rogers C. D. F., 533–543
Creep
Modelling consolidation accelerated by vertical drains in soils subject to creep. Nash D. F. T. & Ryde S. J., 257–273
Secondary compression of clays as a local dehydration process. Navarro V. & Alonso E. E., 859–869
Technical note: Drained creep behaviour of soft Hong Kong marine deposits. Zhu J.-G. & Yin J.-H., 471–474
Cut-off walls and barriers
The strength of unsaturated bentonite-enhanced sand. Stewart D. I., Tay Y. Y. & Cousens T. W., 767–775
Dams
Discussion: A back-analysis of Beliche Dam. Naylor D. J., Maranha J. R., Maranha das Neves E. & Viega Pinto A. A., 377–381
Discussion: Further investigations at the Folkstone Warren landslide. Trenter N. A. & Warren C. D., 189–192
Discussion: Slope stability analysis by finite elements. Griffiths D. V. & Lane P. A., 653–654
Failure mechanism of the Aznalcóllar Dam, Seville, Spain. Olalla C. & Cuéllar V., 399–406
Deformation
Deformation of landfill from measurements of shear wave velocity and damping. Abbiss C. P., 483–492
Discussion: Soil stiffness in stress paths relevant to diaphragm walls in clay. Powrie W., Pantelidou H. & Stallebrass S. E., 177–178
Failure modes of drilling fluid filter cake. Cerasi P. & Soga K., 777–785
New descriptions of plane strain. Dean E. T. R., 15–36
Technical note: Consolidation behaviour of allophone clays. Wesley L. D., 901–904
Design
Discussion: Earthquake destructiveness: potential factor and slope stability. Crespellani T., Madiai C. & Vannucchi G., 281–284
Discussion: Rigorous plasticity solutions for the bearing capacity of two-layered clays. Merifield R. S., Sloan S. W. & Yu H. S., 179–183
Piled raft foundations: design and applications. Poulos H. G., 95–113
Technical note: Horizontal slice method of analysis. Shahgholi M., Fakher A. & Jones C. J. F. P., 881–885
Diaphragm and in situ walls
Discussion: Soil stiffness in stress paths relevant to diaphragm walls in clay. Powrie W., Pantelidou H. & Stallebrass S. E., 177–178
Drainage
Technical note: Consolidation of soil with vertical and horizontal drainage under ramp load. Zhu G. & Yin J.-H., 361–367
Technical note: Revisiting Hvorslev's intake factors using the finite element methoad. Zhu G. & Yin J.-H., 361–367
Technical note: Revisiting Hvorslev's intake factors using the finite element method. Ratnam S., Soga K. & Whittle R. W., 641–645
Dynamics
Discussion: Observation of Biot compressional wave of the second kind in granular soils. Nakagawa K., Soga K. & Mitchell J. K., 85–89
Kinematic pile bending during earthquakes: analysis and field measurements. Nikolaou S., Mylonakis G., Gazetas G. & Tazoh T., 425–440
Technical note: Analytical study of saturation effects on seismic vertical amplification of a soil layer. Yang J. & Sato T., 161–165
Technical note: A novel bender/extender element for soil testing. Lings M. L. & Greening P. D., 713–717
Technical note: On the application of the Hiley formula in driving long piles. Triantafyllidis T., 891–895
Winkler modulus for axially loaded piles. Mylonakis G., 455–461
Earth pressure
Active and passive critical slip fields for cohesionless soils and calculation of lateral earth pressures. Zhu D.-Y., Qian Q.-H. & Lee C. F., 407–423
Discussion: Net pressure analysis of cantilever sheet pile walls. Day R. A., 185–187
Earthquakes
Case study of lateral spreading forces on a piled foundation. Berrill J. B., Christensen S. A., Keenan R. P., Okada W. & Pettinga J. R., 501–517
Discussion: Earthquake destructiveness: potential factor and slope stability. Crespellani T., Madiai C. & Vannucchi G., 281–284
Kinematic pile bending during earthquakes: analysis and field measurements. Nikolaou S., Mylonakis G., Gazetas G. & Tazoh T., 425–440
Technical note: Analytical study of saturation effects on seismic vertical amplification of a soil layer. Yang J. & Sato T., 161–165
Technical note: Seismic vertical uplift capacity of strip anchors. Kumar J., 275–279
Elasticity
Deformation of landfill from measurements of shear wave velocity and damping. Abbiss C. P., 483–492
Discussion: Estimation of in situ stresses using anisotropic elasticity and suction measurements. Doran I. G., Sivakumar V., Graham J. & Johnson A., 383–384
Discussion: Observation of Biot compressional wave of the second kind in granular soils. Nakagawa K., Soga K. & Mitchell J. K., 85–89
Drained and undrained anisotropic elastic stiffness parameters. Lings M. L., 555–565
Failure modes of drilling fluid filter cake. Cerasi P. & Soga K., 777–785
Strip loads on a non-linear heterogeneous half-space. Holzlöhner U., 655–664
Winkler modulus for axially loaded piles. Mylonakis G., 455–461
Embankments
Characteristic values of ground parameters and probability of failure in design according to Eurocode 7. Cardoso A. S. & Fernandes M. M., 519–531
Discussion: A back-analysis of Beliche Dam. Naylor D. J., Maranha J. R., Maranha das Neves E. & Viega Pinto A. A., 377–381
Discussion: Further investigations at the Folkstone Warren landslide. Trenter N. A. & Warren C. D., 189–192
Full-height piled bridge abutments constructed on soft clay. Ellis E. A. & Springman S. M., 3–14
Modelling consolidation accelerated by vertical drains in soils subject to creep. Nash D. F. T. & Ryde S. J., 257–273
The effect on anisotropy of rotating the principal stress axes during consolidation. Zdravković L. & Jardine R. J., 69–83
Environmental engineering
Development of stabilisation and solidification on lime—clay mixes. Boardman D. I., Glendinning S. & Rogers C. D. F., 533–543
Excavation
Natural slopes and cuts: movement and failure mechanisms. Leroueil S., 197–243
Fabric/structure of soils
A laboratory study of post-rupture strength. Georgiannou V. N. & Burland J. B., 665–675
A random method for simulating loose packs of angular particles using tetrahedra. Latham J.-P., Lu Y. & Munjiza A., 871–879
Discussion: Influence of soil structure and stress history on the soil— water characteristics of a compacted till. Vanapalli S. K., Fredlund D. G. & Pufahl D. E., 573–576
Macro—micro measurement of particle arrangement in sheared kaolinitic matrices. Dudoignon P., Pantet A., Carrara L. & Velde B., 493–499
Particle shape characterisation using Fourier descriptor analysis. Bowman E. T., Soga K. & Drummond W., 545–554
Secondary compression of clays as a local dehydration process. Navarro V. & Alonso E. E., 859–869
Structure degradation and changes in the mechanical behaviour of a stiff clay due to weathering. Cafaro F. & Cotecchia F., 441–453
Technical note: Block sampling and test sample preparation of locked sands. Cresswell A., 567–570
Technical note: Monitoring sedimentation of a clay slurry. Blewett J., McCarter W. J., Chrisp T. M. & Starrs G., 723–728
Failure
Active and passive critical slip fields for cohesionless soils and calculation of lateral earth pressures. Zhu D.-Y., Qian Q.-H. & Lee C. F., 407–423
Discussion: Rigorous plasticity solutions for the bearing capacity of two-layered clays. Merifield R. S., Sloan S. W. & Yu H. S., 179–183
Failure mechanism of the Aznalcóllar Dam, Seville, Spain. Olalla C. & Cuéllar V., 399–406
Failure modes of drilling fluid filter cake. Cerasi P. & Soga K., 777–785
Natural slopes and cuts: movement and failure mechanisms. Leroueil S., 197–243
Pre-failure strain softening and pre-failure instability of sand: a comparative study. Chu J. & Leong W. K., 311–321
Stability of plate anchors in undrained clay. Merifield R. S., Sloan S. W. & Yu H. S., 141–153
Technical note: Shear strength parameters from back-analysis of single slips. Wesley L. D. & Leelaratnam V., 373–374
Technical note: Strength theory of homogeneous jointed rock d clay. Merifield R. S., Sloan S. W. & Yu H. S., 141–153
Technical note: Shear strength parameters from back-analysis of single slips. Wesley L. D. & Leelaratnam V., 373–374
Technical note: Strength theory of homogeneous jointed rock mass. Wu F. & Wang S., 815–818
Undrained cavity expansion in modified Cam clay II: Application to the interpretation of the piezocone test. Chang M. F., Teh C. I. & Cao L. F., 335–350
Upper bound load estimates on square and rectangular footings. Michalowski R. L., 787–798
Field instrumentation
Discussion: Precompression design for secondary settlement reduction. Alonso E. E., Gens A. & Lloret A., 822–826
Technical note: Revisiting Hvorslev's intake factors using the finite element method. Ratnam S., Soga K. & Whittle R. W., 641–645
Footings/foundations
A parametric study of the pull-out capacity of bucket foundations in soft clay. Zdravković L., Potts D. M. & Jardine R. J., 55–67
Case study of lateral spreading forces on a piled foundation. Berrill J. B., Christensen S. A., Keenan R. P., Okada W. & Pettinga J. R., 501–517
Characteristic values of ground parameters and probability of failure in design according to Eurocode 7. Cardoso A. S. & Fernandes M. M., 519–531
Combined loading of spudcan foundations on clay: numerical modelling. Martin C. M. & Houlsby G. T., 687–699
Discussion: Dimensional analysis for geotechnical engineers. Butterfield R., 91–93
Discussion: Rigorous plasticity solutions for the bearing capacity of two-layered clays. Merifield R. S., Sloan S. W. & Yu H. S., 179–183
Piled raft foundations: design and applications. Poulos H. G., 95–113
Strip loads on a non-linear heterogeneous half-space. Holzlöhner U., 655–664
Technical note: Observations of footing behaviour in loose carbonate sands. Byrne B. W. & Houlsby G. T., 463–466
Technical note: Seismic vertical uplift capacity of strip anchors. Kumar J., 275–279
Technical note: Stabilisation of leaning structures: the Tower of Pisa case. Ranzini S. M. T., 647–648
Technical note: Vertical stress formula for pressure over rectangular areas. Algin H. M., 719–722
Upper bound load estimates on square and rectangular footings. Michalowski R. L., 787–798
Friction
Discussion: Time-related increases in the shaft capacities of driven piles in sand. Chow F. C., Jardine R. J., Nauroy J. F. & Brucy F., 475–476
The strength of unsaturated bentonite-enhanced sand. Stewart D. I., Tay Y. Y. & Cousens T. W., 767–775
Full-scale tests
Discussion: Time-related increases in the shaft capacities of driven piles in sand. Chow F. C., Jardine R. J., Nauroy J. F. & Brucy F., 475–476
Geology
Technical note: Strength variation in young reef limestones. Burton C. L., Waltham A. C. & McLaren S. J., 887–889
Gravels
A model for rockfill compressibility. Oldecop L. A. & Alonso E. E., 127–139
A random method for simulating loose packs of angular particles using tetrahedra. Latham J.-P., Lu Y. & Munjiza A., 871–879
Ground freezing
Partially saturated tailings sand below the phreatic surface. Fourie A. B., Hofmann B. A., Mikula R. J., Lord E. R. F. & Robertson P. K., 577–585
Ground improvement
Development of stabilisation and solidification on lime—clay mixes. Boardman D. I., Glendinning S. & Rogers C. D. F., 533–543
Discussion: Analysis of single-fluid jet grouting. Croce P. & Flora A., 905–906
Discussion: Precompression design for secondary settlement reduction. Alonso E. E., Gens A. & Lloret A., 822–826
Modelling consolidation accelerated by vertical drains in soils subject to creep. Nash D. F. T. & Ryde S. J., 257–273
Ground movements
Case study of lateral spreading forces on a piled foundation. Berrill J. B., Christensen S. A., Keenan R. P., Okada W. & Pettinga J. R., 501–517
Natural slopes and cuts: movement and failure mechanisms. Leroueil S., 197–243
Grouting
Discussion: Analysis of single-fluid jet grouting. Croce P. & Flora A., 905–906
Soil consolidation associated with grouting during shield tunnelling in soft clayey ground. Komiya K., Soga K., Akagi H., Jafari M. R. & Bolton M. D., 835–846
In-situ testing
Discussion: Sand state from cone penetrometer tests: a framework considering grain crushing stress. Konrad J.-M., 651–652
Prediction and interpretation of pore pressure dissipation for a tapered piezoprobe. Whittle A. J., Sutabutr T., Germaine J. T. & Varney A., 601–617
Technical note: On the application of the Hiley formula in driving long piles. Triantafyllidis T., 891–895
Technical note: Revisiting Hvorslev's intake factors using the finite element method. Ratnam S., Soga K. & Whittle R. W., 641–645
Three-dimensional site characterisation: neural network approach. Juang C. H., Jiang T. & Christopher R. A., 799–809
Undrained cavity expansion in modified Cam clay I: Theoretical analysis. Cao L. F., Teh C. I. & Chang M. F., 323–334
Undrained cavity expansion in modified Cam clay II: Application to the interpretation of the piezocone test. Chang M. F., Teh C. I. & Cao L. F., 335–350
Laboratory equipment
Technical note: A novel bender/extender element for soil testing. Lings M. L. & Greening P. D., 713–717
Laboratory tests
A laboratory study of post-rupture strength. Georgiannou V. N. & Burland J. B., 665–675
A model for rockfill compressibility. Oldecop L. A. & Alonso E. E., 127–139
Consolidation of naturally gassy soft soil. Sills G. C. & Gonzalez R., 629–639
Discussion: Fall-cone penetration and water content relationships of clays. Feng T. W., 819–821
Discussion: Observation of Biot compressional wave of the second kind in granular soils. Nakagawa K., Soga K. & Mitchell J. K., 85–89
Discussion: Sand state from cone penetrometer tests: a framework considering grain crushing stress. Konrad J.-M., 651–652
Discussion: The permeability of clay suspensions. Pane V. & Schiffman R. L., 375–376
Evaluation of axial shear test using plane strain simulations. Molenkamp F., 37–49
Factors affecting rainfall-induced flowslides in laboratory flume tests. Wang G. & Sassa K., 587–599
Field behaviour of very soft clays at the Athlone embankments. Long M. M. & O'Riordan N. J., 293–309
Macro—micro measurement of particle arrangement in sheared kaolinitic matrices. Dudoignon P., Pantet A., Carrara L. & Velde B., 493–499
Pre-failure strain softening and pre-failure instability of sand: a comparative study. Chu J. & Leong W. K., 311–321
Quantitative characterisation of the geometry of discrete particles. Sukumaran B. & Ashmawy A. K., 619–627
Radiographic and microscopic observation of shear bands in granular materials. Nemat-Nasser S. & Okada N., 753–765
Secondary compression of clays as a local dehydration process. Navarro V. & Alonso E. E., 859–869
Soil consolidation associated with grouting during shield tunnelling in soft clayey ground. Komiya K., Soga K., Akagi H., Jafari M. R. & Bolton M. D., 835–846
Technical note: Block sampling and test sample preparation of locked sands. Cresswell A., 567–570
Technical note: Fractal compression of soil. McDowell G. R. & Daniell C. M., 173–176
Technical note: Monitoring sedimentation of a clay slurry. Blewett J., McCarter W. J., Chrisp T. M. & Starrs G., 723–728
Technical note: Shear modulus and damping ratio of a clay during undrained cyclic loading. Teachavorasinskun S., Thongchim P. & Lukkunaprasit P., 467–470
Technical note: Statistics of soil particle strength. McDowell G. R., 897–900
The effect on anisotropy of rotating the principal stress axes during consolidation. Zdravković L. & Jardine R. J., 69–83
Theory and practice of the fall cone test. Koumoto T. & Houlsby G. T., 701–712
The strength of unsaturated bentonite-enhanced sand. Stewart D. I., Tay Y. Y. & Cousens T. W., 767–775
Landfills
Deformation of landfill from measurements of shear wave velocity and damping. Abbiss C. P., 483–492
Landslides
Discussion: Earthquake destructiveness: potential factor and slope stability. Crespellani T., Madiai C. & Vannucchi G., 281–284
Factors affecting rainfall-induced flowslides in laboratory flume tests. Wang G. & Sassa K., 587–599
Natural slopes and cuts: movement and failure mechanisms. Leroueil S., 197–243
Limit state design/analysis
Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited. Griffiths D. V. & Fenton G. A., 351–359
Characteristic values of ground parameters and probability of failure in design according to Eurocode 7. Cardoso A. S. & Fernandes M. M., 519–531
Technical note: Seismic vertical uplift capacity of strip anchors. Kumar J., 275–279
Upper bound load estimates on square and rectangular footings. Michalowski R. L., 787–798
Liquefaction
Analysis of progressive liquefaction as a moving-boundary problem. Sassa S., Sekiguchi H. & Miyamoto J., 847–857
Analysis of wave-induced liquefaction of sand beds. Sassa S. & Sekiguchi H., 115–126
Case study of lateral spreading forces on a piled foundation. Berrill J. B., Christensen S. A., Keenan R. P., Okada W. & Pettinga J. R., 501–517
Factors affecting rainfall-induced flowslides in laboratory flume tests. Wang G. & Sassa K., 587–599
Partially saturated tailings sand below the phreatic surface. Fourie A. B., Hofmann B. A., Mikula R. J., Lord E. R. F. & Robertson P. K., 577–585
Plane strain instability of saturated elasto-plastic soils. Iai S. & Bardet J. P., 389–398
Pre-failure strain softening and pre-failure instability of sand: a comparative study. Chu J. & Leong W. K., 311–321
Radiographic and microscopic observation of shear bands in granular materials. Nemat-Nasser S. & Okada N., 753–765
Microscopy
Discussion: A probabilistic approach to sand particle crushing in the triaxial test. Nakata Y., Hyde A. F. L., Hyodo M. & Murata H., 285–287
Macro—micro measurement of particle arrangement in sheared kaolinitic matrices. Dudoignon P., Pantet A., Carrara L. & Velde B., 493–499
Partially saturated tailings sand below the phreatic surface. Fourie A. B., Hofmann B. A., Mikula R. J., Lord E. R. F. & Robertson P. K., 577–585
Particle shape characterisation using Fourier descriptor analysis. Bowman E. T., Soga K. & Drummond W., 545–554
Quantitative characterisation of the geometry of discrete particles. Sukumaran B. & Ashmawy A. K., 619–627
Radiographic and microscopic observation of shear bands in granular materials. Nemat-Nasser S. & Okada N., 753–765
Mineralogy
Discussion: A probabilistic approach to sand particle crushing in the triaxial test. Nakata Y., Hyde A. F. L., Hyodo M. & Murata H., 285–287
Technical note: Consolidation behaviour of allophone clays. Wesley L. D., 901–904
Model tests
Discussion: Group effects in stone column foundations: model tests. Muir-Wood D., Hu W. & Nash D. F. T., 649
Monitoring
Technical note: Monitoring sedimentation of a clay slurry. Blewett J., McCarter W. J., Chrisp T. M. & Starrs G., 723–728
Numerical modelling and analysis
Active and passive critical slip fields for cohesionless soils and calculation of lateral earth pressures. Zhu D.-Y., Qian Q.-H. & Lee C. F., 407–423
Analysis of wave-induced liquefaction of sand beds. Sassa S. & Sekiguchi H., 115–126
A parametric study of the pull-out capacity of bucket foundations in soft clay. Zdravković L., Potts D. M. & Jardine R. J., 55–67
A random method for simulating loose packs of angular particles using tetrahedra. Latham J.-P., Lu Y. & Munjiza A., 871–879
Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited. Griffiths D. V. & Fenton G. A., 351–359
Combined loading of spudcan foundations on clay: numerical modelling. Martin C. M. & Houlsby G. T., 687–699
Discussion: Dimensional analysis for geotechnical engineers. Butterfield R., 91–93
Discussion: Further investigations at the Folkstone Warren landslide. Trenter N. A. & Warren C. D., 189–192
Discussion: Rigorous plasticity solutions for the bearing capacity of two-layered clays. Merifield R. S., Sloan S. W. & Yu H. S., 179–183
Discussion: Slope stability analysis by finite elements. Griffiths D. V. & Lane P. A., 653–654
Evaluation of axial shear test using plane strain simulations. Molenkamp F., 37–49
Full-height piled bridge abutments constructed on soft clay. Ellis E. A. & Springman S. M., 3–14
Fuzzy partitioning algorithms applied to the interpretation of distinct element modelling results. Harrison J. P., Ferrero A. M. & Cravero S., 677–686
Kinematic pile bending during earthquakes: analysis and field measurements. Nikolaou S., Mylonakis G., Gazetas G. & Tazoh T., 425–440
Modelling consolidation accelerated by vertical drains in soils subject to creep. Nash D. F. T. & Ryde S. J., 257–273
New descriptions of plane strain. Dean E. T. R., 15–36
Piled raft foundations: design and applications. Poulos H. G., 95–113
Plane strain instability of saturated elasto-plastic soils. Iai S. & Bardet J. P., 389–398
Soil consolidation associated with grouting during shield tunnelling in soft clayey ground. Komiya K., Soga K., Akagi H., Jafari M. R. & Bolton M. D., 835–846
Stability of plate anchors in undrained clay. Merifield R. S., Sloan S. W. & Yu H. S., 141–153
Technical note: Revisiting Hvorslev's intake factors using the finite element method. Ratnam S., Soga K. & Whittle R. W., 641–645
Technical note: Seismic vertical uplift capacity of strip anchors. Kumar J., 275–279
Undrained cavity expansion in modified Cam clay I: Theoretical analysis. Cao L. F., Teh C. I. & Chang M. F., 323–334
Offshore engineering
An investigation of the effect of soil state on the capacity of driven piles in sands. Klotz E. U. & Coop M. R., 733–751
Combined loading of spudcan foundations on clay: numerical modelling. Martin C. M. & Houlsby G. T., 687–699
Technical note: Observations of footing behaviour in loose carbonate sands. Byrne B. W. & Houlsby G. T., 463–466
Partial saturation
A model for rockfill compressibility. Oldecop L. A. & Alonso E. E., 127–139
Discussion: A unique relationship for χ for the determination of the shear strength of unsaturated soils. Khalili N. & Khabbaz M. H., 477–478
Discussion: Influence of soil structure and stress history on the soil— water characteristics of a compacted till. Vanapalli S. K., Fredlund D. G. & Pufahl D. E., 573–576
Partially saturated tailings sand below the phreatic surface. Fourie A. B., Hofmann B. A., Mikula R. J., Lord E. R. F. & Robertson P. K., 577–585
Technical note: Analytical study of saturation effects on seismic vertical amplification of a soil layer. Yang J. & Sato T., 161–165
The strength of unsaturated bentonite-enhanced sand. Stewart D. I., Tay Y. Y. & Cousens T. W., 767–775
Permeability
Discussion: The permeability of clay suspensions. Pane V. & Schiffman R. L., 375–376
Prediction and interpretation of pore pressure dissipation for a tapered piezoprobe. Whittle A. J., Sutabutr T., Germaine J. T. & Varney A., 601–617
Technical note: Consolidation behaviour of allophone clays. Wesley L. D., 901–904
Technical note: Revisiting Hvorslev's intake factors using the finite element method. Ratnam S., Soga K. & Whittle R. W., 641–645
Piles
An investigation of the effect of soil state on the capacity of driven piles in sands. Klotz E. U. & Coop M. R., 733–751
Case study of lateral spreading forces on a piled foundation. Berrill J. B., Christensen S. A., Keenan R. P., Okada W. & Pettinga J. R., 501–517
Discussion: Time-related increases in the shaft capacities of driven piles in sand. Chow F. C., Jardine R. J., Nauroy J. F. & Brucy F., 475–476
Full-height piled bridge abutments constructed on soft clay. Ellis E. A. & Springman S. M., 3–14
Kinematic pile bending during earthquakes: analysis and field measurements. Nikolaou S., Mylonakis G., Gazetas G. & Tazoh T., 425–440
Piled raft foundations: design and applications. Poulos H. G., 95–113
Technical note: On the application of the Hiley formula in driving long piles. Triantafyllidis T., 891–895
Winkler modulus for axially loaded piles. Mylonakis G., 455–461
Plasticity
Analysis of wave-induced liquefaction of sand beds. Sassa S. & Sekiguchi H., 115–126
Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited. Griffiths D. V. & Fenton G. A., 351–359
Combined loading of spudcan foundations on clay: numerical modelling. Martin C. M. & Houlsby G. T., 687–699
Development of stabilisation and solidification on lime—clay mixes. Boardman D. I., Glendinning S. & Rogers C. D. F., 533–543
Discussion: Dilatancy for cohensionless soils. Li X. S. & Dafalias Y. F., 729–730
Discussion: Fall-cone penetration and water content relationships of clays. Feng T. W., 819–821
Discussion: Slope stability analysis by finite elements. Griffiths D. V. & Lane P. A., 653–654
New descriptions of plane strain. Dean E. T. R., 15–36
Stability of plate anchors in undrained clay. Merifield R. S., Sloan S. W. & Yu H. S., 141–153
Strip loads on a non-linear heterogeneous half-space. Holzlöhner U., 655–664
Technical note: Fractal compression of soil. McDowell G. R. & Daniell C. M., 173–176
Technical note: Observations of footing behaviour in loose carbonate sands. Byrne B. W. & Houlsby G. T., 463–466
Technical note: On the non-intersection dilemma in multiple surface plasticity. Puzrin A. M. & Houlsby G. T., 369–372
Technical note: Strain-based plasticity models for soils and the BRICK model as an example of the hyperplasticity approach. Puzrin A. M. & Houlsby G. T., 169–172
Theory and practice of the fall cone test. Koumoto T. & Houlsby G. T., 701–712
Upper bound load estimates on square and rectangular footings. Michalowski R. L., 787–798
Pore pressures
Consolidation equation valid for both Darcian and non-Darcian flow. Hansbo S., 51–54
Consolidation of naturally gassy soft soil. Sills G. C. & Gonzalez R., 629–639
Factors affecting rainfall-induced flowslides in laboratory flume tests. Wang G. & Sassa K., 587–599
Failure mechanism of the Aznalcóllar Dam, Seville, Spain. Olalla C. & Cuéllar V., 399–406
Natural slopes and cuts: movement and failure mechanisms. Leroueil S., 197–243
Partially saturated tailings sand below the phreatic surface. Fourie A. B., Hofmann B. A., Mikula R. J., Lord E. R. F. & Robertson P. K., 577–585
Plane strain instability of saturated elasto-plastic soils. Iai S. & Bardet J. P., 389–398
Prediction and interpretation of pore pressure dissipation for a tapered piezoprobe. Whittle A. J., Sutabutr T., Germaine J. T. & Varney A., 601–617
Pre-failure strain softening and pre-failure instability of sand: a comparative study. Chu J. & Leong W. K., 311–321
Technical note: Undrained shear strength of soft clays from push cone penetration test. Mesri G., 167–168
Undrained cavity expansion in modified Cam clay I: Theoretical analysis. Cao L. F., Teh C. I. & Chang M. F., 323–334
Undrained cavity expansion in modified Cam clay II: Application to the interpretation of the piezocone test. Chang M. F., Teh C. I. & Cao L. F., 335–350
Rafts
Piled raft foundations: design and applications. Poulos H. G., 95–113
Reinforced soils
Discussion: Theoretical analysis of centrifugal model tests on reinforced earth structures. Sawicki A., 571–572
Technical note: Horizontal slice method of analysis. Shahgholi M., Fakher A. & Jones C. J. F. P., 881–885
Remediation
Technical note: Stabilisation of leaning structures: the Tower of Pisa case. Ranzini S. M. T., 647–648
Repeated loading
Technical note: Shear modulus and damping ratio of a clay during undrained cyclic loading. Teachavorasinskun S., Thongchim P. & Lukkunaprasit P., 467–470
Retaining walls
Active and passive critical slip fields for cohesionless soils and calculation of lateral earth pressures. Zhu D.-Y., Qian Q.-H. & Lee C. F., 407–423
Discussion: Net pressure analysis of cantilever sheet pile walls. Day R. A., 185–187
Discussion: Soil stiffness in stress paths relevant to diaphragm walls in clay. Powrie W., Pantelidou H. & Stallebrass S. E., 177–178
Full-height piled bridge abutments constructed on soft clay. Ellis E. A. & Springman S. M., 3–14
Rocks/rock mechanics
Fuzzy partitioning algorithms applied to the interpretation of distinct element modelling results. Harrison J. P., Ferrero A. M. & Cravero S., 677–686
Technical note: Constitutive model for the continuous damage of brittle rock. Pan Y.-W. & Wen B.-H., 155–159
Technical note: Strength variation in young reef limestones. Burton C. L., Waltham A. C. & McLaren S. J., 887–889
Sampling
Discussion: Estimation of in situ stresses using anisotropic elasticity and suction measurements. Doran I. G., Sivakumar V., Graham J. & Johnson A., 383–384
Technical note: Block sampling and test sample preparation of locked sands. Cresswell A., 567–570
Sands
An investigation of the effect of soil state on the capacity of driven piles in sands. Klotz E. U. & Coop M. R., 733–751
A random method for simulating loose packs of angular particles using tetrahedra. Latham J.-P., Lu Y. & Munjiza A., 871–879
Discussion: A probabilistic approach to sand particle crushing in the triaxial test. Nakata Y., Hyde A. F. L., Hyodo M. & Murata H., 285–287
Discussion: Dilatancy for cohensionless soils. Li X. S. & Dafalias Y. F., 729–730
Discussion: Group effects in stone column foundations: model tests. Muir-Wood D., Hu W. & Nash D. F. T., 649
Discussion: Observation of Biot compressional wave of the second kind in granular soils. Nakagawa K., Soga K. & Mitchell J. K., 85–89
Discussion: Sand state from cone penetrometer tests: a framework considering grain crushing stress. Konrad J.-M., 651–652
Discussion: Time-related increases in the shaft capacities of driven piles in sand. Chow F. C., Jardine R. J., Nauroy J. F. & Brucy F., 475–476
Partially saturated tailings sand below the phreatic surface. Fourie A. B., Hofmann B. A., Mikula R. J., Lord E. R. F. & Robertson P. K., 577–585
Particle shape characterisation using Fourier descriptor analysis. Bowman E. T., Soga K. & Drummond W., 545–554
Pre-failure strain softening and pre-failure instability of sand: a comparative study. Chu J. & Leong W. K., 311–321
Quantitative characterisation of the geometry of discrete particles. Sukumaran B. & Ashmawy A. K., 619–627
Radiographic and microscopic observation of shear bands in granular materials. Nemat-Nasser S. & Okada N., 753–765
Technical note: A novel bender/extender element for soil testing. Lings M. L. & Greening P. D., 713–717
Technical note: Block sampling and test sample preparation of locked sands. Cresswell A., 567–570
Technical note: Fractal compression of soil. McDowell G. R. & Daniell C. M., 173–176
Technical note: Observations of footing behaviour in loose carbonate sands. Byrne B. W. & Houlsby G. T., 463–466
Technical note: Seismic vertical uplift capacity of strip anchors. Kumar J., 275–279
Sedimentation
Discussion: The permeability of clay suspensions. Pane V. & Schiffman R. L., 375–376
Technical note: Monitoring sedimentation of a clay slurry. Blewett J., McCarter W. J., Chrisp T. M. & Starrs G., 723–728
Settlement
Consolidation equation valid for both Darcian and non-Darcian flow. Hansbo S., 51–54
Deformation of landfill from measurements of shear wave velocity and damping. Abbiss C. P., 483–492
Discussion: A back-analysis of Beliche Dam. Naylor D. J., Maranha J. R., Maranha das Neves E. & Viega Pinto A. A., 377–381
Discussion: Precompression design for secondary settlement reduction. Alonso E. E., Gens A. & Lloret A., 822–826
Field behaviour of very soft clays at the Athlone embankments. Long M. M. & O'Riordan N. J., 293–309
Piled raft foundations: design and applications. Poulos H. G., 95–113
Strip loads on a non-linear heterogeneous half-space. Holzlöhner U., 655–664
Technical note: Consolidation of soil with vertical and horizontal drainage under ramp load. Zhu G. & Yin J.-H., 361–367
Technical note: Stabilisation of leaning structures: the Tower of Pisa case. Ranzini S. M. T., 647–648
Winkler modulus for axially loaded piles. Mylonakis G., 455–461
Shear strength
A laboratory study of post-rupture strength. Georgiannou V. N. & Burland J. B., 665–675
Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited. Griffiths D. V. & Fenton G. A., 351–359
Discussion: A probabilistic approach to sand particle crushing in the triaxial test. Nakata Y., Hyde A. F. L., Hyodo M. & Murata H., 285–287
Discussion: A unique relationship for χ for the determination of the shear strength of unsaturated soils. Khalili N. & Khabbaz M. H., 477–478
Discussion: Fall-cone penetration and water content relationships of clays. Feng T. W., 819–821
Discussion: Sand state from cone penetrometer tests: a framework considering grain crushing stress. Konrad J.-M., 651–652
Failure mechanism of the Aznalcóllar Dam, Seville, Spain. Olalla C. & Cuéllar V., 399–406
Failure modes of drilling fluid filter cake. Cerasi P. & Soga K., 777–785
Field behaviour of very soft clays at the Athlone embankments. Long M. M. & O'Riordan N. J., 293–309
Pre-failure strain softening and pre-failure instability of sand: a comparative study. Chu J. & Leong W. K., 311–321
Structure degradation and changes in the mechanical behaviour of a stiff clay due to weathering. Cafaro F. & Cotecchia F., 441–453
Technical note: Shear strength parameters from back-analysis of single slips. Wesley L. D. & Leelaratnam V., 373–374
Technical note: Undrained shear strength of soft clays from push cone penetration test. Mesri G., 167–168
Theory and practice of the fall cone test. Koumoto T. & Houlsby G. T., 701–712
The strength of unsaturated bentonite-enhanced sand. Stewart D. I., Tay Y. Y. & Cousens T. W., 767–775
Undrained cavity expansion in modified Cam clay II: Application to the interpretation of the piezocone test. Chang M. F., Teh C. I. & Cao L. F., 335–350
Sheet piles and cofferdams
Discussion: Dimensional analysis for geotechnical engineers. Butterfield R., 91–93
Discussion: Net pressure analysis of cantilever sheet pile walls. Day R. A., 185–187
Silts
Factors affecting rainfall-induced flowslides in laboratory flume tests. Wang G. & Sassa K., 587–599
Site investigation
Deformation of landfill from measurements of shear wave velocity and damping. Abbiss C. P., 483–492
Failure mechanism of the Aznalcóllar Dam, Seville, Spain. Olalla C. & Cuéllar V., 399–406
Field behaviour of very soft clays at the Athlone embankments. Long M. M. & O'Riordan N. J., 293–309
Technical note: Revisiting Hvorslev's intake factors using the finite element method. Ratnam S., Soga K. & Whittle R. W., 641–645
Three-dimensional site characterisation: neural network approach. Juang C. H., Jiang T. & Christopher R. A., 799–809
Slopes
Discussion: Earthquake destructiveness: potential factor and slope stability. Crespellani T., Madiai C. & Vannucchi G., 281–284
Discussion: Slope stability analysis by finite elements. Griffiths D. V. & Lane P. A., 653–654
Natural slopes and cuts: movement and failure mechanisms. Leroueil S., 197–243
Technical note: Shear strength parameters from back-analysis of single slips. Wesley L. D. & Leelaratnam V., 373–374
Soil classification
Particle shape characterisation using Fourier descriptor analysis. Bowman E. T., Soga K. & Drummond W., 545–554
Technical note: Strength variation in young reef limestones. Burton C. L., Waltham A. C. & McLaren S. J., 887–889
Theory and practice of the fall cone test. Koumoto T. & Houlsby G. T., 701–712
Soil stabilisation
Development of stabilisation and solidification on lime—clay mixes. Boardman D. I., Glendinning S. & Rogers C. D. F., 533–543
Soil/structure interaction
Combined loading of spudcan foundations on clay: numerical modelling. Martin C. M. & Houlsby G. T., 687–699
Full-height piled bridge abutments constructed on soft clay. Ellis E. A. & Springman S. M., 3–14
Kinematic pile bending during earthquakes: analysis and field measurements. Nikolaou S., Mylonakis G., Gazetas G. & Tazoh T., 425–440
Piled raft foundations: design and applications. Poulos H. G., 95–113
Winkler modulus for axially loaded piles. Mylonakis G., 455–461
Standards
Theory and practice of the fall cone test. Kuomoto T. & Houlsby G. T., 701–712
Statistical analysis
Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited. Griffiths D. V. & Fenton G. A., 351–359
Discussion: A probabilistic approach to sand particle crushing in the triaxial test. Nakata Y., Hyde A. F. L., Hyodo M. & Murata H., 285–287
Particle shape characterisation using Fourier descriptor analysis. Bowman E. T., Soga K. & Drummond W., 545–554
Technical note: Fractal compression of soil. McDowell G. R. & Daniell C. M., 173–176
Technical note: Statistics of soil particle strength. McDowell G. R., 897–900
Three-dimensional site characterisation: neural network approach. Juang C. H., Jiang T. & Christopher R. A., 799–809
Stiffness
Discussion: Estimation of in situ stresses using anisotropic elasticity and suction measurements. Doran I. G., Sivakumar V., Graham J. & Johnson A., 383–384
Discussion: Group effects in stone column foundations: model tests. Muir-Wood D., Hu W. & Nash D. F. T., 649
Discussion: Observation of Biot compressional wave of the second kind in granular soils. Nakagawa K., Soga K. & Mitchell J. K., 85–89
Discussion: Soil stiffness in stress paths relevant to danular soils. Nakagawa K., Soga K. & Mitchell J. K., 85–89
Discussion: Soil stiffness in stress paths relevant to diaphragm walls in clay. Powrie W., Pantelidou H. & Stallebrass S. E., 177–178
Drained and undrained anisotropic elastic stiffness parameters. Lings M. L., 555–565
Stiffness of geomaterials at very small strains. Clayton C. R. I. & Heymann G., 245–255
Structure degradation and changes in the mechanical behaviour of a stiff clay due to weathering. Cafaro F. & Cotecchia F., 441–453
Technical note: A novel bender/extender element for soil testing. Lings M. L. & Greening P. D., 713–717
Technical note: Constitutive model for the continuous damage of brittle rock. Pan Y.-W. & Wen B.-H., 155–159
Technical note: Shear modulus and damping ratio of a clay during undrained cyclic loading. Teachavorasinskun S., Thongchim P. & Lukkunaprasit P., 467–470
Winkler modulus for axially loaded piles. Mylonakis G., 455–461
Stress analysis
Discussion: Further investigations at the Folkstone Warren landslide. Trenter N. A. & Warren C. D., 189–192
Discussion: Theoretical analysis of centrifugal model tests on reinforced earth structures. Sawicki A., 571–572
Failure modes of drilling fluid filter cake. Cerasi P. & Soga K., 777–785
Technical note: Drained creep behaviour of soft Hong Kong marine deposits. Zhu J.-G. & Yin J.-H., 471–474
Technical note: On the application of the Hiley formula in driving long piles. Triantafyllidis T., 891–895
Technical note: On the non-intersection dilemma in multiple surface plasticity. Puzrin A. M. & Houlsby G. T., 369–372
Technical note: Strain-based plasticity models for soils and the BRICK model as an example of the hyperplasticity approach. Puzrin A. M. & Houlsby G. T., 169–172
Technical note: Stabilisation of leaning structures: the Tower of Pisa case. Ranzini S. M. T., 647–648
Technical note: Uplift, friction, capillarity and effective stress: revisited via the porous media theory. de Boer R., 811–814
Suction
A parametric study of the pull-out capacity of bucket foundations in soft clay. Zdravković L., Potts D. M. & Jardine R. J., 55–67
Discussion: A unique relationship for χ for the determination of the shear strength of unsaturated soils. Khalili N. & Khabbaz M. H., 477–478
Discussion: Estimation of in situ stresses using anisotropic elasticity and suction measurements. Doran I. G., Sivakumar V., Graham J. & Johnson A., 383–384
Stability of plate anchors in undrained clay. Merifield R. S., Sloan S. W. & Yu H. S., 141–153
Structure degradation and changes in the mechanical behaviour of a stiff clay due to weathering. Cafaro F. & Cotecchia F., 441–453
The strength of unsaturated bentonite-enhanced sand. Stewart D. I., Tay Y. Y. & Cousens T. W., 767–775
Theoretical analysis
Analysis of progressive liquefaction as a moving-boundary problem. Sassa S., Sekiguchi H. & Miyamoto J., 847–857
Consolidation equation valid for both Darcian and non-Darcian flow. Hansbo S., 51–54
Deformation of landfill from measurements of shear wave velocity and damping. Abbiss C. P., 483–492
Fuzzy partitioning algorithms applied to the interpretation of distinct element modelling results. Harrison J. P., Ferrero A. M. & Cravero S., 677–686
Plane strain instability of saturated elasto-plastic soils. Iai S. & Bardet J. P., 389–398
Prediction and interpretation of pore pressure dissipation for a tapered piezoprobe. Whittle A. J., Sutabutr T., Germaine J. T. & Varney A., 601–617
Secondary compression of clays as a local dehydration process. Navarro V. & Alonso E. E., 859–869
Technical note: Consolidation of soil with vertical and horizontal drainage under ramp load. Zhu G. & Yin J.-H., 361–367
Technical note: Horizontal slice method of analysis. Shahgholi M., Fakher A. & Jones C. J. F. P., 881–885
Technical note: Shear strength parameters from back-analysis of single slips. Wesley L. D. & Leelaratnam V., 373–374
Undrained cavity expansion in modified Cam clay I: Theoretical analysis. Cao L. F., Teh C. I. & Chang M. F., 323–334
Undrained cavity expansion in modified Cam clay II: Application to the interpretation of the piezocone test. Chang M. F., Teh C. I. & Cao L. F., 335–350
Upper bound load estimates on square and rectangular footings. Michalowski R. L., 787–798
Time dependence
Discussion: Time-related increases in the shaft capacities of driven piles in sand. Chow F. C., Jardine R. J., Nauroy J. F. & Brucy F., 475–476
Secondary compression of clays as a local dehydration process. Navarro V. & Alonso E. E., 859–869
Technical note: Consolidation of soil with vertical and horizontal drainage under ramp load. Zhu G. & Yin J.-H., 361–367
Technical note: On the application of the Hiley formula in driving long piles. Triantafyllidis T., 891–895
Tunnels
Fuzzy partitioning algorithms applied to the interpretation of distinct element modelling results. Harrison J. P., Ferrero A. M. & Cravero S., 677–686
Soil consolidation associated with grouting during shield tunnelling in soft clayey ground. Komiya K., Soga K., Akagi H., Jafari M. R. & Bolton M. D., 835–846
Vibration
Technical note: Analytical study of saturation effects on seismic vertical amplification of a soil layer. Yang J. & Sato T., 161–165
Waves and wave loading
Analysis of progressive liquefaction as a moving-boundary problem. Sassa S., Sekiguchi H. & Miyamoto J., 847–857
Analysis of wave-induced liquefaction of sand beds. Sassa S. & Sekiguchi H., 115–126
