AUTHOR INDEX
Alonso E. E. see Gens A. & Alonso E. E.
Alonso E. E. & Gens A.
Aznalcóllar dam failure. Part 1: Field observations and material properties, 165–183
Aznalcóllar dam failure. Part 3: Dynamics of the motion, 203–210
Anderson W. F. see Brown M. J. et al.
Arroyo M., Muir Wood D., Greening P. D., Medina L. & Rio J.
Effects of sample size on bender-based axial G0 measurements, 39–52
Atkinson J.
Editorial, 1–2
Editorial, 289
Editorial, 663
Barends F. B. J. see Zwanenburg C. & Barends F. B. J.
Barros P. L. A.
A Coulomb-style solution for active earth thrust with seepage, 159–164
Benmebarek N., Benmebarek S., Kastner R. & Soubra A.-H.
Passive and active earth pressures in the presence of groundwater flow, 149–158
Discussion. Passive and active earth pressures in the presence of groundwater flow, 521–522
Benmebarek S. see Benmebarek N. et al.
Bica A. V. D. see Ferreira P. M. V. & Bica A. V. D.
Bienen B., Byrne B. W., Houlsby G. T. & Cassidy M. J.
Investigating six-degree-of-freedom loading of shallow foundations on sand, 367–379
Bloodworth A. see Clayton C. R. I. et al., 561–571, 662
Bolton M. D. see Osman A. S. & Bolton M. D.
See also Osman A. S. et al., 585–595, 597–604, 717
See also Yetginer A. G. et al.
Brandl H.
Energy foundations and other thermo-active ground structures, 81–122
Brown M. J., Hyde A. F. L. & Anderson W. F.
Analysis of a rapid load test on an instrumented bored pile in clay, 627–638
Burland J. B. see Georgiannou V. N. & Burland J. B.
See also Standing J. R. & Burland J. B.
Butler A. P. see Mathias S. A. & Butler A. P.
Byrne B. W. see Bienen B. et al.
See also Houlsby G. T. et al.
See also Kelly R. B. et al. 617–626, 665–675
Carrier III W. D.
The Holl halfspace: use with caution, 657–659
Cassidy M. J. see Bienen B. et al.
Chan A. H. C.
Discussion. Determination of the coefficient of consolidation using a least squares method, 73–76
Chan S. T. see Yang J. et al.
Chen H., Crosta G. B. & Lee C. F.
Erosional effects on runout of fast landslides, debris flows and avalanches: a numerical investigation, 305–322
Chen J., Yin J.-H. & Lee C. F.
Discussion. A three-dimensional upper-bound approach to slope stability analysis based on RFEM, 285–286
Choudhury D. & Nimbalkar S.
Discussion. Seismic passive resistance by pseudo-dynamic method, 517–520
Chow F. C. see Jardine R. J. et al.
Chow Y. K. see Purwana O. A. et al.
Chung S. G., Kim S. K., Kang Y. J., Im J. C. & Nagendra Prasad K.
Failure of a breakwater founded on a thick normally consolidated clay layer, 393–409
Clark J. see Richards D. J. et al.
Clarke D. see Smethurst J. A. et al.
Clayton C. R. I., van der Berg J. P. & Thomas H.
Monitoring and displacements at Heathrow Express Terminal 4 station tunnels, 323–334
Clayton C. R. I., Xu M. & Bloodworth A.
A laboratory study of the development of earth pressure behind integral bridge abutments, 561–571
Corrigendum. A laboratory study of the development of earth pressure behind integral bridge abutments, 662
Colleselli F. see Nocilla A. et al.
Consoli N. C., Rotta G. V. and. Prietto P. D. M
Technical note. Yielding–compressibility–strength relationship for an artificially cemented soil cured under stress, 69–72
Coop M. R. see Gasparre A. & Coop M.
See also Nocilla A. et al.
Croce P. see Modoni G. et al.
Crosta G. B. see Chen H. et al.
Cui L. & O’Sullivan C.
Exploring the macro- and micro-scale response of an idealised granular material in the direct shear apparatus, 455–468
Cui Y. J. see Delage P. et al.
Dasari G. R. see Lee F. H. et al.
Delage P., Marcial D., Cui Y. J. & Ruiz X.
Ageing effects in a compacted bentonite: a microstructure approach, 291–304
di Prisco C. & Vecchiotti M.
A rheological model for the description of boulder impacts on granular strata, 469–482
Dixon N., Whittle R. W., Jones D. R. V. & Ng’ambi S.
Pressuremeter tests in municipal solid waste: measurement of shear stiffness, 211–222
Einav I. & Randolph M.
Technical note. Effect of strain rate on mobilised strength and thickness of curved shear bands, 501–504
Eliadorani A. see Fannin R. J. et al.
Fang Z. see Yin J. H. & Fang Z.
Fannin R. J., Eliadorani A. & Wilkinson J. M. T.
Discussion. Shear strength of cohesionless soils at low stress, 439–441
Fannin R. J. & Moffat R.
Technical note. Observations on internal stability of cohesionless soils, 497–500
Ferreira P. M. V. & Bica A. V. D.
Problems in identifying the effects of structure and critical state in a soil with a transitional behaviour, 445–454
Foo K. S. see Purwana O. A. et al.
Gasparre A. & Coop M.
Technical note. Techniques for performing small-strain probes in the triaxial apparatus, 491–495
Gaudin C., O’Loughlin C. D., Randolph M. F. & Lowmass A. C.
Influence of the installation process on the performance of suction embedded plate anchors, 381–391
Gens A. see Alonso E. E. & Gens A.
Gens A. & Alonso E. E.
Aznalcóllar dam failure. Part 2: Stability conditions and failure mechanism, 185–201
Georgiannou V. N.
The undrained response of sands with additions of particles of various shapes and sizes, 639–649
Georgiannou V. N. & Burland J. B.
A laboratory study of slip surface formation in an intact natural stiff clay, 551–559
Ghosh P. see Kumar J. & Ghosh P.
Greco V. R.
Technical note. Analytical calculation of active thrust due to partially submerged backfill, 701–704
Greening P. D. see Arroyo M. et al.
Haque A. see Kodikara J. et al.
Hird C. C. & Springman S. M.
Comparative performance of 5 cm2 and 10 cm2 piezocones in a lacustrine clay, 427–438
Hong Z.
Technical note. Correlating compression properties of sensitive clays using void index, 573–577
Houlsby G. T. see Bienen B. et al.
See also Kelly R. B. et al., 617–626, 665–675
Houlsby G. T., Kelly R. B., Huxtable J. & Byrne B. W.
Field trials of suction caissons in sand for offshore wind turbine foundations, 3–10
Huxtable J. see Houlsby G. T. et al.
Hyde A. F. L. see Brown M. J. et al.
Im J. C. see Chung S. G. et al.
Jardine R. J., Standing J. R. & Chow F. C.
Some observations of the effects of time on the capacity of piles driven in sand, 227–244
Jaya K. P. & Prasad A. M.
Discussion. Dynamic behaviour of pile foundations in layered soil medium using cone frustums, 147
Jeong S. see Lee C. J. et al.
Jones D. R. V. see Dixon N. et al.
Kang Y. J. see Chung S. G. et al.
Kastner R. see Benmebarek N. et al.
Kelly R. B. see Houlsby G. T. et al.
Kelly R. B., Houlsby G. T. & Byrne B. W.
A comparison of field and laboratory tests of caisson foundations in sand and clay, 617–626
Transient vertical loading of model suction caissons in a pressure chamber, 665–675
Kim S. K. see Chung S. G. et al.
Kodikara J., Kong K. H. & Haque A.
Technical note. Numerical evaluation of side resistance of tapered piles in mudstone, 505–510
Kong K. H. see Kodikara J. et al.
Kueper B. H. see Steele A. et al.
Kumar J. & Ghosh P.
Technical note. Seismic bearing capacity for embedded footings on sloping ground, 133–140
LeBihan J.-P. see Watabe Y. et al.
Lee C. F. see Chen J. et al.
See also Chen H. et al.
Lee C. H. see Lee F. H. et al.
Lee C. J., Lee J. H. & Jeong S.
Technical note. The influence of soil slip on negative skin friction in pile groups connected to a cap, 53–56
Lee F. H., Lee C. H. & Dasari G. R.
Centrifuge modelling of wet deep mixing processes in soft clays, 677–691
Lee J. H. see Lee C. J. et al.
Lee P. K. K. see Yang J. et al.
Lerner D. N. see Steele A. et al.
Leroueil S. see Watabe Y. et al.
Leung C. F. see Purwana O. A. et al.
Lowmass A. C. see Gaudin C. et al.
Lu M. & McDowell G. R.
Technical note. Discrete element modelling of ballast abrasion, 651–655
Lyamin A. V. see Merifield A. S. et al.
Mair R. J. see Merritt A. S. & Mair R. J.
See also Osman A. S. et al., 585–595, 597–604, 717
Marcial D. see Delage P. et al.
Martin C. M. & Randolph M. F.
Technical note. Upper-bound analysis of lateral pile capacity in cohesive soil, 141–145
Mathias S. A. & Butler A. P.
Technical note. An improvement on Hvorslev’s shape factors, 705–706
McDowell G. R. see Lu M. & McDowell G. R.
McKinley J. D. see Sivakumar V. et al.
Medina L. see Arroyo M. et al.
Menzies B.
Obituary. Noel Edward Simons, 583–584
Merifield R. S., Lyamin A. V. & Sloan S. W.
Three-dimensional lower-bound solutions for the stability of plate anchors in sand, 123–132
Merritt A. S. & Mair R. J.
Mechanics of tunnelling machine screw conveyors: model tests, 605–615
Modoni G., Croce P. & Mongiovì L.
Theoretical modelling of jet grouting, 335–347
Moffat R. see Fannin R. J. & Moffat R.
Mongiovì L. see Modoni G. et al.
Muir Wood D. see Arroyo M. et al.
Murray E. J. see Sivakumar V. et al.
Nagendra Prasad K. see Chung S. G. et al.
Ng’ambi S. see Dixon N. et al.
Nimbalkar S. see Choudhury D. & Nimbalkar S.
Nocilla A., Coop M. R. & Colleselli F.
The mechanics of an Italian silt: an example of ‘transitional’ behaviour, 261–271
O’Loughlin C. D. see Gaudin C. et al.
O’Sullivan C. see Cui L. & O’Sullivan C.
Osman A. S. & Bolton M. D.
Discussion. Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay, 355–356
Osman A. S., Bolton M. D. & Mair R. J.
Predicting 2D ground movements around tunnels in undrained clay, 597–604
Erratum. Predicting 2D ground movements around tunnels in undrained clay, 717
Osman A. S., Mair R. J. & Bolton M. D.
On the kinematics of 2D tunnel collapse in undrained clay, 585–595
Powrie W. see Richards D. J. et al.
See also Smethurst J. A. et al.
Prasad A. M. see Jaya K. P. & Prasad A. M.
Prietto P. D. M. see Consoli N. C. et al.
Purwana O. A., Leung C. F., Chow Y. K. & Foo K. S.
Corrigendum. Influence of base suction on extraction of jack-up spudcans, 287–288
Puzrin A. M. & Sterba I.
Inverse long-term stability analysis of a constrained landslide, 483–489
Randolph M. F. see Einav I. & Randolph M.
See also Gaudin C. et al.
See also Martin C. M. & Randolph M. F.
Rao S. M., Thyagaraj T. & Thomas H. R.
Technical note. Swelling of compacted clay under osmotic gradients, 707–713
Reynolds D. A. see Steele A. et al.
Richards D. J., Clark J. & Powrie W.
Installation effects of a bored pile wall in overconsolidated clay, 411–425
Rio J. see Arroyo M. et al.
Rotta G. V. see Consoli N. C. et al.
Ruiz X. see Delage P. et al.
Sarma S. K. & Tan D.
Determination of critical slip surface in slope analysis, 539–550
Schofield A. N.
Letter to the Editor. Interlocking, and peak and design strengths, 357–358
Sloan S. W. see Merifield A. S. et al.
Sivakumar V., Tan W. C., Murray E. J. & McKinley J. D.
Technical note. Wetting, drying and compression characteristics of compacted clay, 57–62
Smethurst J. A., Clarke D. & Powrie W.
Seasonal changes in pore water pressure in a grass-covered cut slope in London Clay, 523–537
Soubra A.-H. see Benmebarek N. et al.
Springman S. M. see Hird C. C. & Springman S. M.
Standing J. R. see Jardine R. J. et al.
Standing J. R. & Burland J. B.
Unexpected tunnelling volume losses in the Westminster area, London, 11–26
Steele A., Reynolds D. A., Kueper B. H. & Lerner D. N.
Field determination of mechanical aperture, entry pressure and relative permeability of fractures using NAPL injection, 27–38
Steenfelt J. S.
Obituary. Niels Krebs Ovesen, 223–224
Sterba I. see Puzrin A. M. & Sterba I.
Tan D. see Sarma S. K. & Tan D.
Tan W. C. see Sivakumar V. et al.
Teachavorasinskun S. & Visethrattana K.
Technical note. Local hydraulic resistance of compacted sand–bentonite mixture, 511–516
Tham L. G. see Yang J. et al.
Thomas H. see Clayton C. R. I. et al., 323–334
See also Rao S. M. et al.
Thyagaraj T. see Rao S. M. et al.
van der Berg J. P. see Clayton C. R. I. et al., 323–334
Vecchiotti M. see di Prisco C. & Vecchiotti M.
Visethrattana K. see Teachavorasinskun S. & Visethrattana K.
Watabe Y., LeBihan J.-P. & Leroueil S.
Probabilistic modelling of saturated/unsaturated hydraulic conductivity for compacted glacial sills, 273–284
White D. J. see Yetginer A. G. et al.
Whittle R. W. see Dixon N. et al.
Wilkinson J. M. T. see Fannin R. J. et al.
Xu M. see Clayton C. R. I. et al., 561–571, 662
Yang J., Tham L. G., Lee P. K. K., Chan S. T. & Yu F.
Behaviour of jacked and driven piles in sandy soil, 245–269
Yetginer A. G., White D. J. & Bolton M. D.
Field measurements of the stiffness of jacked piles and pile groups, 349–354
Yin J.-H. see Chen J. et al.
Yin J.-H. & Fang Z.
Technical note. Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay, 63–68
Discussion. Technical note. Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay, 579–582
Yu F. see Yang J. et al.
Zwanenburg C. & Barends F. B. J.
The influence of anisotropic stiffness on the efficiency of vertical drains, 693–699
SUBJECT INDEX
Anchors
Three-dimensional lower-bound solutions for the stability of plate anchors in sand. Merifield R. S., Lyamin A. V. & Sloan S. W., 123–132
Influence of the installation process on the performance of suction embedded plate anchors. Gaudin C., O’Loughlin C. D., Randolph M. F. & Lowmass A. C., 381–391
Anisotropy
The influence of anisotropic stiffness on the efficiency of vertical drains. Zwanenburg C. & Barends F. B. J., 693–699
Basements
Energy foundations and other thermo-active ground structures. Brandl H., 81–122
Bearing capacity
Field trials of suction caissons in sand for offshore wind turbine foundations. Houlsby G. T., Kelly R. B., Huxtable J. & Byrne B. W., 3–10
Technical note. Seismic bearing capacity for embedded footings on sloping ground. Kumar J. & Ghosh P., 133–140
Technical note. Upper-bound analysis of lateral pile capacity in cohesive soil. Martin C. M. & Randolph M. F., 141–145
Behaviour of jacked and driven piles in sandy soil. Yang J., Tham L. G., Lee P. K. K., Chan S. T. & Yu F., 245–259
Influence of the installation process on the performance of suction embedded plate anchors. Gaudin C., O’Loughlin C. D., Randolph M. F. & Lowmass A. C., 381–391
Transient vertical loading of model suction caissons in a pressure chamber. Kelly R. B., Houlsby G. T. & Byrne B. W., 665–675
Case history
Energy foundations and other thermo-active ground structures. Brandl H., 81–122
Aznalcóllar dam failure. Part 1: Field observations and material properties. Alonso E. E. & Gens A., 165–183
Aznalcóllar dam failure. Part 3: Dynamics of the motion. Alonso E. E. & Gens A., 203–210
Monitoring and displacements at Heathrow Express Terminal 4 station tunnels. Clayton C. R. I., Van Der Berg J. P. & Thomas H., 323–334
Failure of a breakwater founded on a thick normally consolidated clay layer. Chung S. G., Kim S. K., Kang Y. J., Im J. C. & Nagendra Prasad K., 393–409
Centrifuge modelling
Influence of the installation process on the performance of suction embedded plate anchors. Gaudin C., O’Loughlin C. D., Randolph M. F. & Lowmass A. C., 381–391
Centrifuge modelling of wet deep mixing processes in soft clays. Lee F. H., Lee C. H. & Dasari G. R., 677–691
Clays
Technical note. The influence of soil slip on negative skin friction in pile groups connected to a cap. Lee C. J., Lee J. H. & Jeong S., 53–56
Technical note. Wetting, drying and compression characteristics of compacted clay. Sivakumar V., Tan W. C., Murray E. J. and McKinley J. D., 57–62
Technical note. Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay. Yin J.-H. & Fang Z.
Technical note. Upper-bound analysis of lateral pile capacity in cohesive soil. Martin C. M. & Randolph M. F., 141–145
Aznalcóllar dam failure. Part 1: Field observations and material properties. Alonso E. E. & Gens A., 165–183
Aznalcóllar dam failure. Part 2: Stability conditions and failure mechanism. Gens A. & Alonso E. E., 185–201
Aznalcóllar dam failure. Part 3: Dynamics of the motion. Alonso E. E. & Gens A., 203–210
Influence of the installation process on the performance of suction embedded plate anchors. Gaudin C., O’Loughlin C. D., Randolph M. F. & Lowmass A. C., 381–391
Failure of a breakwater founded on a thick normally consolidated clay layer. Chung S. G., Kim S. K., Kang Y. J., Im J. C. & Nagendra Prasad K., 393–409
Comparative performance of 5 cm2 and 10 cm2 piezocones in a lacustrine clay. Hird C. C. & Springman S. M., 427–438
Technical note. Techniques for performing small-strain probes in the triaxial apparatus. Gasparre A. & Coop M., 491–495
Technical note. Effect of strain rate on mobilised strength and thickness of curved shear bands. Einav I. & Randolph M., 501–504
Technical note. Local hydraulic resistance of compacted sand–bentonite mixture. Teachavorasinskun S. & Visethrattana K., 511–516
Centrifuge modelling of wet deep mixing processes in soft clays. Lee F. H., Lee C. H. & Dasari G. R., 677–691
Technical note. Swelling of compacted clay under osmotic gradients. Rao S. M., Thyagaraj T. & Thomas H. R., 707–713
Coastal engineering
Failure of a breakwater founded on a thick normally consolidated clay layer. Chung S. G., Kim S. K., Kang Y. J., Im J. C. & Nagendra Prasad K., 393–409
Compaction
Technical note. Wetting, drying and compression characteristics of compacted clay. Sivakumar V., Tan W. C., Murray E. J. & McKinley J. D., 57–62
Probabilistic modelling of saturated/unsaturated hydraulic conductivity for compacted glacial tills. Watabe Y., LeBihan J.-P. & Leroueil S., 273–284
Compressibility
Technical note. Yielding—compressibility—strength relationship for an artificially cemented soil cured under stress. Consoli N. C., Rotta G. V. & Prietto P. D. M., 69–72
The mechanics of an Italian silt: an example of ‘transitional’ behaviour. Nocilla A., Coop M. R. & Colleselli F., 261–271
Problems in identifying the effects of structure and critical state in a soil with a transtitional behaviour. Ferreira P. M. V. & Bica A. V. D., 445–454
Consolidation
Technical note. Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay. Yin J.-H. & Fang Z.
The influence of anisotropic stiffness on the efficiency of vertical drains. Zwanenburg C. & Barends F. B. J., 693–699
Constitutive relations
Problems in identifying the effects of structure and critical state in a soil with a transtitional behaviour. Ferreira P. M. V. & Bica A. V. D., 445–454
Creep
Some observations of the effects of time on the capacity of piles driven in sand. Jardine R. J., Standing J. R. & Chow F. C., 227–244
Inverse long-term stability analysis of a constrained landslide. Puzrin A. M. & Sterba I., 483–489
Dams
Aznalcóllar dam failure. Part 1: Field observations and material properties. Alonso E. E. & Gens A., 165–183
Aznalcóllar dam failure. Part 2: Stability conditions and failure mechanism. Gens A. & Alonso E. E., 185–201
Aznalcóllar dam failure. Part 3: Dynamics of the motion. Alonso E. E. & Gens A., 203–210
Design
Energy foundations and other thermo-active ground structures. Brandl H., 81–122
Theoretical modelling of jet grouting. Modoni G., Croce P. & Mongiovì L., 335–347
Diaphragm and in situ walls
Energy foundations and other thermo-active ground structures. Brandl H., 81–122
Installation effects of a bored pile wall in overconsolidated clay. Richards D. J., Clark J. & Powrie W., 411–425
Drainage
The influence of anisotropic stiffness on the efficiency of vertical drains. Zwanenburg C. & Barends F. B. J., 693–699
Dynamics
Field trials of suction caissons in sand for offshore wind turbine foundations. Houlsby G. T., Kelly R. B., Huxtable J. & Byrne B. W., 3–10
Effects of sample size on bender-based axial G0 measurements. Arroyo M., Muir Wood D., Greening P. D., Medina L. & Rio J., 39–52
Earth pressure
Passive and active earth pressures in the presence of groundwater flow. Benmebarek N., Benmebarek S., Kastner R. & Soubra A.-H., 149–158
A Coulomb-type solution for active earth thrust with seepage. Barros P. L. A., 159–164
Technical note. Analytical calculation of active thrust due to partially submerged backfill. Greco V. R., 701–704
Earthquakes
Technical note. Seismic bearing capacity for embedded footings on sloping ground. Kumar J. & Ghosh P., 133–140
Elasticity
Effects of sample size on bender-based axial G0 measurements. Arroyo M., Muir Wood D., Greening P. D., Medina L. & Rio J., 39–52
A rheological model for the description of boulder impacts on granular strata. di Prisco C. & Vecchiotti M., 469–482
Technical note. Techniques for performing small-strain probes in the triaxial apparatus. Gasparre A. & Coop M., 491–495
The influence of anisotropic stiffness on the efficiency of vertical drains. Zwanenburg C. & Barends F. B. J., 693–699
Environmental engineering
Field determination of mechanical aperture, entry pressure and relative permeability of fractures using NAPL injection. Steele A., Reynolds D. A., Kueper B. H. & Lerner D. N., 27–38
Energy foundations and other thermo-active ground structures. Brandl H., 81–122
Erosion
Erosional effects on runout of fast landslides, debris flows and avalanches: a numerical investigation. Chen H., Crosta G. B. & Lee C. F., 305–322
Theoretical modelling of jet grouting. Modoni G., Croce P. & Mongiovì L., 335–347
Technical note. Local hydraulic resistance of compacted sand–bentonite mixture. Teachavorasinskun S. & Visethrattana K., 511–516
Expansive soils
Ageing effects in a compacted bentonite: a microstructure approach. Delage P., Marcial D., Cui Y. J. & Ruiz X., 291–304
Fabric/structure of soils
The mechanics of an Italian silt: an example of ‘transitional’ behaviour. Nocilla A., Coop M. R. & Colleselli F., 261–271
Probabilistic modelling of saturated/unsaturated hydraulic conductivity for compacted glacial tills. Watabe Y., LeBihan J.-P. & Leroueil S., 273–284
Comparative performance of 5 cm2 and 10 cm2 piezocones in a lacustrine clay. Hird C. C. & Springman S. M., 427–438
Problems in identifying the effects of structure and critical state in a soil with a transtitional behaviour. Ferreira P. M. V. & Bica A. V. D., 445–454
Failure
Three-dimensional lower-bound solutions for the stability of plate anchors in sand. Merifield R. S., Lyamin A. V. & Sloan S. W., 123–132
Aznalcóllar dam failure. Part 3: Dynamics of the motion. Alonso E. E. & Gens A., 203–210
Failure of a breakwater founded on a thick normally consolidated clay layer. Chung S. G., Kim S. K., Kang Y. J., Im J. C. & Nagendra Prasad K., 393–409
Inverse long-term stability analysis of a constrained landslide. Puzrin A. M. & Sterba I., 483–489
Field instrumentation
Field measurements of the stiffness of jacked piles and pile groups. Yetginer A. G., White D. J. and Bolton M. D., 349–354
Installation effects of a bored pile wall in overconsolidated clay. Richards D. J., Clark J. & Powrie W., 411–425
Filters
Technical note. Observations on internal stability of cohesionless soils. Fannin R. J. & Moffat R., 497–500
Footings/foundations
Field trials of suction caissons in sand for offshore wind turbine foundations. Houlsby G. T., Kelly R. B., Huxtable J. & Byrne B. W., 3–10
Energy foundations and other thermo-active ground structures. Brandl H., 81–122
Technical note. Seismic bearing capacity for embedded footings on sloping ground. Kumar J. & Ghosh P., 133–140
Investigating six-degree-of-freedom loading of shallow foundations on sand. Bienen B., Byrne B. W., Houlsby G. T. & Cassidy M. J., 367–379
Transient vertical loading of model suction caissons in a pressure chamber. Kelly R. B., Houlsby G. T. & Byrne B. W., 665–675
Full-scale tests
Behaviour of jacked and driven piles in sandy soil. Yang J., Tham L. G., Lee P. K. K., Chan S. T. & Yu F., 245–259
Geology
Unexpected tunnelling volume losses in the Westminster area, London. Standing J. R. & Burland J. B., 11–26
Aznalcóllar dam failure. Part 1: Field observations and material properties. Alonso E. E. & Gens A., 165–183
Glacial soils
Probabilistic modelling of saturated/unsaturated hydraulic conductivity for compacted glacial tills. Watabe Y., LeBihan J.-P. & Leroueil S., 273–284
Gravels
Technical note. Observations on internal stability of cohesionless soils. Fannin R. J. & Moffat R., 497–500
Ground improvement
Technical note. Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay. Yin J.-H. & Fang Z., 63–68
Centrifuge modelling of wet deep mixing processes in soft clays. Lee F. H., Lee C. H. & Dasari G. R., 677–691
Groundwater
Field determination of mechanical aperture, entry pressure and relative permeability of fractures using NAPL injection. Steele A., Reynolds D. A., Kueper B. H. & Lerner D. N., 27–38
Technical note. An improvement on Hvorslev’s shape factors. Mathias S. A. & Butler A. P., 705–706
Grouting
Theoretical modelling of jet grouting. Modoni G., Croce P. & Mongiovì L., 335–347
In situ testing
Field determination of mechanical aperture, entry pressure and relative permeability of fractures using NAPL injection. Steele A., Reynolds D. A., Kueper B. H. & Lerner D. N., 27–38
Technical note. Upper-bound analysis of lateral pile capacity in cohesive soil. Martin C. M. & Randolph M. F., 141–145
Pressuremeter tests in municipal solid waste: measurement of shear stiffness. Dixon N., Whittle R. W., Jones D. R. V. & Ng’ambi S., 211–222
Comparative performance of 5 cm2 and 10 cm2 piezocones in a lacustrine clay. Hird C. C. & Springman S. M., 427–438
Technical note. An improvement on Hvorslev’s shape factors. Mathias S. A. & Butler A. P., 705–706
Laboratory equipment
Technical note. Techniques for performing small-strain probes in the triaxial apparatus. Gasparre A. & Coop M., 491–495
Centrifuge modelling of wet deep mixing processes in soft clays. Lee F. H., Lee C. H. & Dasari G. R., 677–691
Laboratory tests
Effects of sample size on bender-based axial G0 measurements. Arroyo M., Muir Wood D., Greening P. D., Medina L. & Rio J., 39–52
Technical note. Yielding—compressibility—strength relationship for an artificially cemented soil cured under stress. Consoli N. C., Rotta G. V. & Prietto P. D. M., 69–72
Ageing effects in a compacted bentonite: a microstructure approach. Delage P., Marcial D., Cui Y. J. & Ruiz X., 291–304
Problems in identifying the effects of structure and critical state in a soil with a transtitional behaviour. Ferreira P. M. V. & Bica A. V. D., 445–454
Exploring the macro- and micro-scale response of an idealised granular material in the direct shear apparatus. Cui L. & O’Sullivan C., 455–468
Technical note. Techniques for performing small-strain probes in the triaxial apparatus. Gasparre A. & Coop M., 491–495
Centrifuge modelling of wet deep mixing processes in soft clays. Lee F. H., Lee C. H. & Dasari G. R., 677–691
Landfills
Pressuremeter tests in municipal solid waste: measurement of shear stiffness. Dixon N., Whittle R. W., Jones D. R. V. & Ng’ambi S., 211–222
Landslides
Aznalcóllar dam failure. Part 1: Field observations and material properties. Alonso E. E. & Gens A., 165–183
Erosional effects on runout of fast landslides, debris flows and avalanches: a numerical investigation. Chen H., Crosta G. B. & Lee C. F., 305–322
Inverse long-term stability analysis of a constrained landslide. Puzrin A. M. & Sterba I., 483–489
Limit equilibrium methods
A Coulomb-type solution for active earth thrust with seepage. Barros P. L. A., 159–164
Technical note. Analytical calculation of active thrust due to partially submerged backfill. Greco V. R., 701–704
Liquefaction
Aznalcóllar dam failure. Part 3: Dynamics of the motion. Alonso E. E. & Gens A., 203–210
Microscopy
Ageing effects in a compacted bentonite: a microstructure approach. Delage P., Marcial D., Cui Y. J. & Ruiz X., 291–304
Model tests
Technical note. Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay. Yin J.-H. & Fang Z., 63–68
Theoretical modelling of jet grouting. Modoni G., Croce P. & Mongiovì L., 335–347
A rheological model for the description of boulder impacts on granular strata. di Prisco C. & Vecchiotti M., 469–482
Transient vertical loading of model suction caissons in a pressure chamber. Kelly R. B., Houlsby G. T. & Byrne B. W., 665–675
Centrifuge modelling of wet deep mixing processes in soft clays. Lee F. H., Lee C. H. & Dasari G. R., 677–691
Monitoring
Unexpected tunnelling volume losses in the Westminster area, London. Standing J. R. & Burland J. B., 11–26
Numerical modelling and analysis
Field determination of mechanical aperture, entry pressure and relative permeability of fractures using NAPL injection. Steele A., Reynolds D. A., Kueper B. H. & Lerner D. N., 27–38
Effects of sample size on bender-based axial G0 measurements. Arroyo M., Muir Wood D., Greening P. D., Medina L. & Rio J., 39–52
Technical note. The influence of soil slip on negative skin friction in pile groups connected to a cap. Lee C. J., Lee J. H. & Jeong S., 53–56
Three-dimensional lower-bound solutions for the stability of plate anchors in sand. Merifield R. S., Lyamin A. V. & Sloan S. W., 123–132
Technical note. Seismic bearing capacity for embedded footings on sloping ground. Kumar J. & Ghosh P., 133–140
Passive and active earth pressures in the presence of groundwater flow. Benmebarek N., Benmebarek S., Kastner R. & Soubra A.-H., 149–158
Erosional effects on runout of fast landslides, debris flows and avalanches: a numerical investigation. Chen H., Crosta G. B. & Lee C. F., 305–322
Investigating six-degree-of-freedom loading of shallow foundations on sand. Bienen B., Byrne B. W., Houlsby G. T. & Cassidy M. J., 367–379
Failure of a breakwater founded on a thick normally consolidated clay layer. Chung S. G., Kim S. K., Kang Y. J., Im J. C. & Nagendra Prasad K., 393–409
Exploring the macro- and micro-scale response of an idealised granular material in the direct shear apparatus. Cui L. & O’Sullivan C., 455–468
Technical note. Numerical evaluation of side resistance of tapered piles in mudstone. Kodikara J., Kong K. H. & Haque A., 505–510
Offshore engineering
Investigating six-degree-of-freedom loading of shallow foundations on sand. Bienen B., Byrne B. W., Houlsby G. T. & Cassidy M. J., 367–379
Influence of the installation process on the performance of suction embedded plate anchors. Gaudin C., O’Loughlin C. D., Randolph M. F. & Lowmass A. C., 381–391
Transient vertical loading of model suction caissons in a pressure chamber. Kelly R. B., Houlsby G. T. & Byrne B. W., 665–675
Partial saturation
Technical note. Wetting, drying and compression characteristics of compacted clay. Sivakumar V., Tan W. C., Murray E. J. and McKinley J. D., 57–62
Probabilistic modelling of saturated/unsaturated hydraulic conductivity for compacted glacial tills. Watabe Y., LeBihan J.-P. & Leroueil S., 273–284
Ageing effects in a compacted bentonite: a microstructure approach. Delage P., Marcial D., Cui Y. J. & Ruiz X., 291–304
Permeability
Unexpected tunnelling volume losses in the Westminster area, London. Standing J. R. & Burland J. B., 11–26
Probabilistic modelling of saturated/unsaturated hydraulic conductivity for compacted glacial tills. Watabe Y., LeBihan J.-P. & Leroueil S., 273–284
Technical note. An improvement on Hvorslev’s shape factors. Mathias S. A. & Butler A. P., 705–706
Piles
Technical note. The influence of soil slip on negative skin friction in pile groups connected to a cap. Lee C. J., Lee J. H. & Jeong S., 53–56
Energy foundations and other thermo-active ground structures. Brandl H., 81–122
Technical note. Upper-bound analysis of lateral pile capacity in cohesive soil. Martin C. M. & Randolph M. F., 141–145
Passive and active earth pressures in the presence of groundwater flow. Benmebarek N., Benmebarek S., Kastner R. & Soubra A.-H., 149–158
Some observations of the effects of time on the capacity of piles driven in sand. Jardine R. J., Standing J. R. & Chow F. C., 227–244
Behaviour of jacked and driven piles in sandy soil. Yang J., Tham L. G., Lee P. K. K., Chan S. T. & Yu F., 245–259
Field measurements of the stiffness of jacked piles and pile groups. Yetginer A. G., White D. J. and Bolton M. D., 349–354
Technical note. Effect of strain rate on mobilised strength and thickness of curved shear bands. Einav I. & Randolph M., 501–504
Technical note. Numerical evaluation of side resistance of tapered piles in mudstone. Kodikara J., Kong K. H. & Haque A., 505–510
Plasticity
Technical note. Yielding—compressibility—strength relationship for an artificially cemented soil cured under stress. Consoli N. C., Rotta G. V. & Prietto P. D. M., 69–72
Three-dimensional lower-bound solutions for the stability of plate anchors in sand. Merifield R. S., Lyamin A. V. & Sloan S. W., 123–132
Technical note. Seismic bearing capacity for embedded footings on sloping ground. Kumar J. & Ghosh P., 133–140
Technical note. Upper-bound analysis of lateral pile capacity in cohesive soil. Martin C. M. & Randolph M. F., 141–145
Aznalcóllar dam failure. Part 2: Stability conditions and failure mechanism. Gens A. & Alonso E. E., 185–201
A rheological model for the description of boulder impacts on granular strata. di Prisco C. & Vecchiotti M., 469–482
Pollution migration/control
Field determination of mechanical aperture, entry pressure and relative permeability of fractures using NAPL injection. Steele A., Reynolds D. A., Kueper B. H. & Lerner D. N., 27–38
Pore pressures
Technical note. Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay. Yin J.-H. & Fang Z., 63–68
Passive and active earth pressures in the presence of groundwater flow. Benmebarek N., Benmebarek S., Kastner R. & Soubra A.-H., 149–158
Aznalcóllar dam failure. Part 2: Stability conditions and failure mechanism. Gens A. & Alonso E. E., 185–201
Radioactive waste disposal
Ageing effects in a compacted bentonite: a microstructure approach. Delage P., Marcial D., Cui Y. J. & Ruiz X., 291–304
Repeated loading
Transient vertical loading of model suction caissons in a pressure chamber. Kelly R. B., Houlsby G. T. & Byrne B. W., 665–675
Residual soils
Behaviour of jacked and driven piles in sandy soil. Yang J., Tham L. G., Lee P. K. K., Chan S. T. & Yu F., 245–259
Problems in identifying the effects of structure and critical state in a soil with a transtitional behaviour. Ferreira P. M. V. & Bica A. V. D., 445–454
Retaining walls
A Coulomb-type solution for active earth thrust with seepage. Barros P. L. A., 159–164
Technical note. Analytical calculation of active thrust due to partially submerged backfill. Greco V. R., 701–704
Rocks/rock mechanics
Field determination of mechanical aperture, entry pressure and relative permeability of fractures using NAPL injection. Steele A., Reynolds D. A., Kueper B. H. & Lerner D. N., 27–38
Sands
Field trials of suction caissons in sand for offshore wind turbine foundations. Houlsby G. T., Kelly R. B., Huxtable J. & Byrne B. W., 3–10
Technical note. Yielding—compressibility—strength relationship for an artificially cemented soil cured under stress. Consoli N. C., Rotta G. V. & Prietto P. D. M., 69–72
Three-dimensional lower-bound solutions for the stability of plate anchors in sand. Merifield R. S., Lyamin A. V. & Sloan S. W., 123–132
Passive and active earth pressures in the presence of groundwater flow. Benmebarek N., Benmebarek S., Kastner R. & Soubra A.-H., 149–158
Some observations of the effects of time on the capacity of piles driven in sand. Jardine R. J., Standing J. R. & Chow F. C., 227–244
Behaviour of jacked and driven piles in sandy soil. Yang J., Tham L. G., Lee P. K. K., Chan S. T. & Yu F., 245–259
Investigating six-degree-of-freedom loading of shallow foundations on sand. Bienen B., Byrne B. W., Houlsby G. T. & Cassidy M. J., 367–379
A rheological model for the description of boulder impacts on granular strata. di Prisco C. & Vecchiotti M., 469–482
Technical note. Observations on internal stability of cohesionless soils. Fannin R. J. & Moffat R., 497–500
Technical note. Local hydraulic resistance of compacted sand–bentonite mixture. Teachavorasinskun S. & Visethrattana K., 511–516
Transient vertical loading of model suction caissons in a pressure chamber. Kelly R. B., Houlsby G. T. & Byrne B. W., 665–675
Seepage
Passive and active earth pressures in the presence of groundwater flow. Benmebarek N., Benmebarek S., Kastner R. & Soubra A.-H., 149–158
A Coulomb-type solution for active earth thrust with seepage. Barros P. L. A., 159–164
Theoretical modelling of jet grouting. Modoni G., Croce P. & Mongiovì L., 335–347
Technical note. Observations on internal stability of cohesionless soils. Fannin R. J. & Moffat R., 497–500
Settlement
Unexpected tunnelling volume losses in the Westminster area, London. Standing J. R. & Burland J. B., 11–26
Technical note. Wetting, drying and compression characteristics of compacted clay. Sivakumar V., Tan W. C., Murray E. J. and McKinley J. D., 57–62
Technical note. Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay. Yin J.-H. & Fang Z.
Investigating six-degree-of-freedom loading of shallow foundations on sand. Bienen B., Byrne B. W., Houlsby G. T. & Cassidy M. J., 367–379
A rheological model for the description of boulder impacts on granular strata. di Prisco C. & Vecchiotti M., 469–482
Shear strength
Aznalcóllar dam failure. Part 1: Field observations and material properties. Alonso E. E. & Gens A., 165–183
Aznalcóllar dam failure. Part 3: Dynamics of the motion. Alonso E. E. & Gens A., 203–210
The mechanics of an Italian silt: an example of ‘transitional’ behaviour. Nocilla A., Coop M. R. & Colleselli F., 261–271
Inverse long-term stability analysis of a constrained landslide. Puzrin A. M. & Sterba I., 483–489
Technical note. Effect of strain rate on mobilised strength and thickness of curved shear bands. Einav I. & Randolph M., 501–504
Technical note. Numerical evaluation of side resistance of tapered piles in mudstone. Kodikara J., Kong K. H. & Haque A., 505–510
Silts
The mechanics of an Italian silt: an example of ‘transitional’ behaviour. Nocilla A., Coop M. R. & Colleselli F., 261–271
Site investigation
Unexpected tunnelling volume losses in the Westminster area, London. Standing J. R. & Burland J. B., 11–26
Comparative performance of 5 cm2 and 10 cm2 piezocones in a lacustrine clay. Hird C. C. & Springman S. M., 427–438
Technical note. An improvement on Hvorslev’s shape factors. Mathias S. A. & Butler A. P., 705–706
Slopes
Erosional effects on runout of fast landslides, debris flows and avalanches: a numerical investigation. Chen H., Crosta G. B. & Lee C. F., 305–322
A rheological model for the description of boulder impacts on granular strata. di Prisco C. & Vecchiotti M., 469–482
Inverse long-term stability analysis of a constrained landslide. Puzrin A. M. & Sterba I., 483–489
Soft rocks
Technical note. Numerical evaluation of side resistance of tapered piles in mudstone. Kodikara J., Kong K. H. & Haque A., 505–510
Soil/structure interaction
Technical note. The influence of soil slip on negative skin friction in pile groups connected to a cap. Lee C. J., Lee J. H. & Jeong S., 53–56
Energy foundations and other thermo-active ground structures. Brandl H., 81–122
Investigating six-degree-of-freedom loading of shallow foundations on sand. Bienen B., Byrne B. W., Houlsby G. T. & Cassidy M. J., 367–379
Stiffness
Field trials of suction caissons in sand for offshore wind turbine foundations. Houlsby G. T., Kelly R. B., Huxtable J. & Byrne B. W., 3–10
Effects of sample size on bender-based axial G0 measurements. Arroyo M., Muir Wood D., Greening P. D., Medina L. & Rio J., 39–52
Pressuremeter tests in municipal solid waste: measurement of shear stiffness. Dixon N., Whittle R. W., Jones D. R. V. & Ng’ambi S., 211–222
Technical note. Techniques for performing small-strain probes in the triaxial apparatus. Gasparre A. & Coop M., 491–495
Stress analysis
Technical note. Effect of strain rate on mobilised strength and thickness of curved shear bands. Einav I. & Randolph M., 501–504
Suction
Technical note. Wetting, drying and compression characteristics of compacted clay. Sivakumar V., Tan W. C., Murray E. J. and McKinley J. D., 57–62
Probabilistic modelling of saturated/unsaturated hydraulic conductivity for compacted glacial tills. Watabe Y., LeBihan J.-P. & Leroueil S., 273–284
Technical note. Swelling of compacted clay under osmotic gradients. Rao S. M., Thyagaraj T. & Thomas H. R., 707–713
Temperature effects
Energy foundations and other thermo-active ground structures. Brandl H., 81–122
Theoretical analysis
Technical note. Upper-bound analysis of lateral pile capacity in cohesive soil. Martin C. M. & Randolph M. F., 141–145
A Coulomb-type solution for active earth thrust with seepage. Barros P. L. A., 159–164
The influence of anisotropic stiffness on the efficiency of vertical drains. Zwanenburg C. & Barends F. B. J., 693–699
Technical note. An improvement on Hvorslev’s shape factors. Mathias S. A. & Butler A. P., 705–706
Time dependence
Energy foundations and other thermo-active ground structures. Brandl H., 81–122
Some observations of the effects of time on the capacity of piles driven in sand. Jardine R. J., Standing J. R. & Chow F. C., 227–244
Ageing effects in a compacted bentonite: a microstructure approach. Delage P., Marcial D., Cui Y. J. & Ruiz X., 291–304
Influence of the installation process on the performance of suction embedded plate anchors. Gaudin C., O’Loughlin C. D., Randolph M. F. & Lowmass A. C., 381–391
Tunnels
Unexpected tunnelling volume losses in the Westminster area, London. Standing J. R. & Burland J. B., 11–26
Monitoring and displacements at Heathrow Express Terminal 4 station tunnels. Clayton C. R. I., Van Der Berg J. P. & Thomas H., 323–334
Water flow
Technical note. Local hydraulic resistance of compacted sand–bentonite mixture. Teachavorasinskun S. & Visethrattana K., 511–516
Technical note. An improvement on Hvorslev’s shape factors. Mathias S. A. & Butler A. P., 705–706
