Editorial. B. Simpson 1 Full-height...

Editorial. B. Simpson	1
Full-height piled bridge abutments constructed on soft clay. E. A. Ellis and S. M. Springman	3
New descriptions of plane strain. E. T. R. Dean	15
Evaluation of axial shear test using plane strain simulations. F. Molenkamp	37
Consolidation equation valid for both Darcian and non-Darcian flow. S. Hansbo	51
A parametric study of the pull-out capacity of bucket foundations in soft clay. L. Zdravković, D. M. Potts and R. J. Jardine	55
The effect on anisotropy of rotating the principal stress axes during consolidation. L. Zdravković and R. J. Jardine	69
Discussion
Oberservation of Biot compressional wave of the second kind in granular soils. K. Nakagawa, K. Soga and J. K Mitchell	85
Dimensional analysis for geotechnical engineers. R. Butterfield	91
Piled raft foundations: design and applications. H. G. Poulos	95
Analysis of wave-induced liquefaction of sand beds. S. Sassa and H. Sekiguchi	115
A model for rockfill compressibility. L. A. Oldecop and E. E. Alonso	127
Stability of plate anchors in undrained clay. R. S. Merifield, S. W. Sloan and H. S. Yu	141
Technical Notes
Constitutive model for the continuous damage of brittle rock. Y.-W. Pan and B.-H. Wen	155
Analytical study of saturation effects on seismic vertical amplification of a soil layer. J. Yang and T. Sato	161
Undrained shear strength of soft clays from push cone penetration test. G. Mesri	167
Strain-based plasticity models for soils and the BRICK model as an example of the hyperplasticity approach. A. M. Puzrin and G. T. Houlsby	169
Fractal compression of soil. G. R. McDowell and C. M. Daniell	173
Discussion
Soil stiffness in stress paths relevant to diaphragm walls in clay. W. Powrie, H. Pantelidou and S. E. Stallebrass	177
Rigorous plasticity solutions for the bearing capacity of two-layered clays. R. S. Merifield, S. W. Sloan and H. S. Yu	179
Net pressure analysis of cantilever sheet pile walls. R. A. Day	185
Further investigations at the Folkestone Warren landslide. N. A. Trenter and C. D. Warren	189
Book reviews	193
39th Rankine Lecture: Natural slopes and cuts: movement and failure mechanisms. S. Leroueil	195
Stiffness of geomaterials at very small strains. C. R. I. Clayton and G. Heymann	245
Modelling consolidation accelerated by vertical drains in soils subject to creep. D. F. T. Nash and S. J. Ryde	257
Technical Note Seismic vertical uplift capacity of strip anchors. J. Kumar	275
Discussion
Earthquake destructiveness potential factor and slope stability. T. Crespellani, C. Madiai and G. Vannuchi	281
A probabilistic approach to sand particle crushing in the triaxial test. Y. Nakata, A. F. L. Hyde, M. Hyodo and H. Murata	285
Géotechnique reviewers	289
Erratum	291
Field behaviour of very soft clays at the Athlone embankments. M. M. Long and N. J. O'Riordan	293
Pre-failure strain softening and pre-failure instability of sand: a comparative study. J. Chu and W. K. Leong	311
Undrained cavity expansion in modified Cam clay I: Theoretical analysis. L. F. Cao, C. I. Teh and M. F. Chang	323
Undrained cavity expansion in modified Cam clay II: Application to the interpretation of the piezocone test. M. F. Chang, C. I. Teh and L. F. Cao	335
Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited. D. V. Griffiths and G. A. Fenton	351
Technical Notes
Consolidation of soil with vertical and horizontal drainage under ramp load. G. Zhu and J.-H. Yin	361
On the non-intersection dilemma in multiple surface plasticity. A. M. Puzrin and G. T. Houlsby	369
Shear strength parameters from back-analysis of single slips. L. D. Wesley and V. Leelaratnam	373
Discussion
The permeability of clay suspensions. V. Pane and R. L. Schiffman	375
A back-analysis of Beliche Dam. D. J. Naylor, J. R. Maranha, E. Maranha das Neves and A. A. Veiga Pinto	377
Estimation of in situ stresses using anisotropic elasticity and suction measurements. I. G. Doran, V. Sivakumar, J. Graham and A. Johnson	383
Book review	385
Corrigendum	387
Plane strain instability of saturated elasto-plastic soils. S. Iai and J. P. Bardet	389
Failure mechanism of the Aznalcóllar Dam, Seville, Spain. C. Olalla and V. Cuéllar	399
Active and passive critical slip fields for cohesionless soils and calculation of lateral earth pressures. D.-Y. Zhu, Q.-H. Qian and C. F. Lee	407
Kinematic pile bending during earthquakes: analysis and field measurements. S. Nikolaou, G. Mylonakis, G. Gazetas and T. Tazoh	425
Structure degradation and changes in the mechanical behaviour of a stiff clay due to weathering. F. Cafaro and F. Cotecchia	441
Winkler modulus for axially loaded piles. G. Mylonakis	455
Technical Notes
Observations of footing behaviour on loose carbonate sands. B. W. Byrne and G. T. Houlsby	463
Shear modulus and damping ratio of a clay during undrained cyclic loading. S. Teachavorasinskun, P. Thongchim and P. Lukkunaprasit	467
Drained creep behaviour of soft Hong Kong marine deposits. J.-G. Zhu and J.-H. Yin	471
Discussion
Time-related increases in the shaft capacities of driven piles in sand. F. C. Chow, R. J. Jardine, J. F. Nauroy and F. Brucy	475
A unique relationship for χ for the determination of the shear strength of unsaturated soils. N. Khalili and M. H. Kabbaz	477
British PhD Theses: 2000	479
Deformation of landfill from measurements of shear wave velocity and damping. C. P. Abbiss	483
Macro–micro measurement of particle arrangement in sheared kaolinitic matrices. P. Dudoignon, A. Pantet, L. Carrara and B. Velde	493
Case study of lateral spreading forces on a piled foundation. J. B. Berrill, S. A. Christensen, R. P. Keenan, W. Okada and J. R. Pettinga	501
Characteristic values of ground parameters and probability of failure in design according to Eurocode 7. A. S. Cardoso and M. M. Fernandes	519
Development of stabilisation and solidification in lime–clay mixes. D. I. Boardman, S. Glendinning and C. D. F. Rogers	533
Particle shape characterisation using Fourier descriptor analysis. E. T. Bowman, K. Soga and W. Drummond	545
Drained and undrained anisotropic elastic stiffness parameters. M. L. Lings	555
Technical Note
Block sampling and test sample preparation of locked sands. A. Cresswell	567
Discussion
Theoretical analysis of centrifugal model tests on reinforced earth structures. A. Sawicki	571
Influence of soil structure and stress history on the soil–water characteristics of a compacted till. S. K. Vanapalli, D. G. Fredlund and D. E. Pufahl	573
Partially saturated tailings sand below the phreatic surface. A. B. Fourie, B. A. Hofmann, R. J. Mikula, E. R. F. Lord, P. K. Robertson	577
Factors affecting rainfall-induced flowslides in laboratory flume tests. G. Wang and K. Sassa	587
Prediction and interpretation of pore pressure dissipation for a tapered piezoprobe. A. J. Whittle, T. Sutabutr, J. T. Germaine and A. Varney	601
Quantitative characterisation of the geometry of discrete particles. B. Sukumaran and A. K. Ashmawy	619
Consolidation of naturally gassy soft soil. G. C. Sills and R. Gonzalez	629
Technical Notes
Revisiting Hvorslev's intake factors using the finite element method. S. Ratnam, K. Soga and R. W. Whittle	641
Stabilisation of leaning structures: the Tower of Pisa case. S. M. T. Ranzini	647
Discussion
Group effects in stone column foundations: model tests. D. Muir-Wood, W. Hu and D. F. T. Nash	649
Sand state from cone penetrometer tests: a framework considering grain crushing stress. J.-M. Konrad	651
Slope stability analysis by finite elements. D. V. Griffiths and P. A. Lane	653
Strip loads on a non-linear heterogeneous half-space. U. Holzlöhner	655
A laboratory study of post-rupture strength. V. N. Georgiannou and J. B. Burland	665
Fuzzy partitioning algorithms applied to the interpretation of distinct element modelling results. J. P. Harrison, A. M. Ferrero and S. Cravero	677
Combined loading of spudcan foundations on clay: numerical modelling. C. M. Martin and G. T. Houlsby	687
Theory and practice of the fall cone test. T. Koumoto and G. T. Houlsby	701
Technical Notes
A novel bender/extender element for soil testing. M. L. Lings and P. D. Greening	713
Vertical stress formula for pressure over rectangular areas. H. M. Algin	719
Monitoring sedimentation of a clay slurry. J. Blewett, W. J. McCarter, T. M. Chrisp and G. Starrs	723
Discussion
Dilatancy for cohesionless soils. X. S. Li and Y. F. Dafalias	729
Corrigenda	731
Addendum	732
An investigation of the effect of soil state on the capacity of driven piles in sands. E. U. Klotz and M. R. Coop	733
Radiographic and microscopic observation of shear bands in granular materials. S. Nemat-Nasser and N. Okada	753
The strength of unsaturated bentonite-enhanced sand. D. I. Stewart, Y. Y. Tay and T. W. Cousens	767
Failure models of drilling fluid filter cake. P. Cerasi and K. Soga	777
Upper-bound load estimates on square and rectangular footings. R. L. Michalowski	787
Three-dimensional site characterisation: neural network approach. C. H. Juang, T. Jiang and R. A. Christopher	799
Technical Notes
Uplift, friction, capillarity and effective stress: revisited via the porous media theory. R. de Boer	811
Strength theory of homogeneous jointed rock mass. F. Wu and S. Wang	815
Discussion
Fall-cone penetration and water content relationships of clays. T. W. Feng	819
Precompression design for secondary settlement reduction. E. E. Alonso, A. Gens and A. Lloret	822
Editorial. B. Simpson and H. Thomas	827
Obituary	829
Soil consolidation associated with grouting during shield tunnelling in soft clayey ground. K. Komiya, K. Soga, H. Akagi, M. R. Jafari and M. D. Bolton	835
Analysis of progressive liquefaction as a moving-boundary problem. S. Sassa, H. Sekiguchi and J. Miyamoto	847
Secondary compression of clays as a local dehydration process. V. Navarro and E. E. Alonso	859
A random method for simulating loose packs of angular particles using tetrahedra. J.-P. Latham, Y. Lu and A. Munjiza	871
Technical Notes
Horizontal slice method of analysis. M. Shahgholi, A. Fakher and C. J. F. P. Jones	881
Strength variation in young reef limestones. C. L. Burton, A. C. Waltham and S. J. McLaren	887
On the application of the Hiley formula in driving long piles. T. Triantafyllidis	891
Statistics of soil particle strength. G. R. McDowell	897
Consolidation behaviour of allophane clays. L. D. Wesley	901
Discussion
Analysis of single-fluid jet grouting. D. A. Greenwood and A. L. Bell	905
Contents of Volume 51	907
Index to Volume 51	910

Editorial. B. Simpson	1
Full-height piled bridge abutments constructed on soft clay. E. A. Ellis and S. M. Springman	3
New descriptions of plane strain. E. T. R. Dean	15
Evaluation of axial shear test using plane strain simulations. F. Molenkamp	37
Consolidation equation valid for both Darcian and non-Darcian flow. S. Hansbo	51
A parametric study of the pull-out capacity of bucket foundations in soft clay. L. Zdravković, D. M. Potts and R. J. Jardine	55
The effect on anisotropy of rotating the principal stress axes during consolidation. L. Zdravković and R. J. Jardine	69
Discussion
Oberservation of Biot compressional wave of the second kind in granular soils. K. Nakagawa, K. Soga and J. K Mitchell	85
Dimensional analysis for geotechnical engineers. R. Butterfield	91
Piled raft foundations: design and applications. H. G. Poulos	95
Analysis of wave-induced liquefaction of sand beds. S. Sassa and H. Sekiguchi	115
A model for rockfill compressibility. L. A. Oldecop and E. E. Alonso	127
Stability of plate anchors in undrained clay. R. S. Merifield, S. W. Sloan and H. S. Yu	141
Technical Notes
Constitutive model for the continuous damage of brittle rock. Y.-W. Pan and B.-H. Wen	155
Analytical study of saturation effects on seismic vertical amplification of a soil layer. J. Yang and T. Sato	161
Undrained shear strength of soft clays from push cone penetration test. G. Mesri	167
Strain-based plasticity models for soils and the BRICK model as an example of the hyperplasticity approach. A. M. Puzrin and G. T. Houlsby	169
Fractal compression of soil. G. R. McDowell and C. M. Daniell	173
Discussion
Soil stiffness in stress paths relevant to diaphragm walls in clay. W. Powrie, H. Pantelidou and S. E. Stallebrass	177
Rigorous plasticity solutions for the bearing capacity of two-layered clays. R. S. Merifield, S. W. Sloan and H. S. Yu	179
Net pressure analysis of cantilever sheet pile walls. R. A. Day	185
Further investigations at the Folkestone Warren landslide. N. A. Trenter and C. D. Warren	189
Book reviews	193
39th Rankine Lecture: Natural slopes and cuts: movement and failure mechanisms. S. Leroueil	195
Stiffness of geomaterials at very small strains. C. R. I. Clayton and G. Heymann	245
Modelling consolidation accelerated by vertical drains in soils subject to creep. D. F. T. Nash and S. J. Ryde	257
Technical Note Seismic vertical uplift capacity of strip anchors. J. Kumar	275
Discussion
Earthquake destructiveness potential factor and slope stability. T. Crespellani, C. Madiai and G. Vannuchi	281
A probabilistic approach to sand particle crushing in the triaxial test. Y. Nakata, A. F. L. Hyde, M. Hyodo and H. Murata	285
Géotechnique reviewers	289
Erratum	291
Field behaviour of very soft clays at the Athlone embankments. M. M. Long and N. J. O'Riordan	293
Pre-failure strain softening and pre-failure instability of sand: a comparative study. J. Chu and W. K. Leong	311
Undrained cavity expansion in modified Cam clay I: Theoretical analysis. L. F. Cao, C. I. Teh and M. F. Chang	323
Undrained cavity expansion in modified Cam clay II: Application to the interpretation of the piezocone test. M. F. Chang, C. I. Teh and L. F. Cao	335
Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited. D. V. Griffiths and G. A. Fenton	351
Technical Notes
Consolidation of soil with vertical and horizontal drainage under ramp load. G. Zhu and J.-H. Yin	361
On the non-intersection dilemma in multiple surface plasticity. A. M. Puzrin and G. T. Houlsby	369
Shear strength parameters from back-analysis of single slips. L. D. Wesley and V. Leelaratnam	373
Discussion
The permeability of clay suspensions. V. Pane and R. L. Schiffman	375
A back-analysis of Beliche Dam. D. J. Naylor, J. R. Maranha, E. Maranha das Neves and A. A. Veiga Pinto	377
Estimation of in situ stresses using anisotropic elasticity and suction measurements. I. G. Doran, V. Sivakumar, J. Graham and A. Johnson	383
Book review	385
Corrigendum	387
Plane strain instability of saturated elasto-plastic soils. S. Iai and J. P. Bardet	389
Failure mechanism of the Aznalcóllar Dam, Seville, Spain. C. Olalla and V. Cuéllar	399
Active and passive critical slip fields for cohesionless soils and calculation of lateral earth pressures. D.-Y. Zhu, Q.-H. Qian and C. F. Lee	407
Kinematic pile bending during earthquakes: analysis and field measurements. S. Nikolaou, G. Mylonakis, G. Gazetas and T. Tazoh	425
Structure degradation and changes in the mechanical behaviour of a stiff clay due to weathering. F. Cafaro and F. Cotecchia	441
Winkler modulus for axially loaded piles. G. Mylonakis	455
Technical Notes
Observations of footing behaviour on loose carbonate sands. B. W. Byrne and G. T. Houlsby	463
Shear modulus and damping ratio of a clay during undrained cyclic loading. S. Teachavorasinskun, P. Thongchim and P. Lukkunaprasit	467
Drained creep behaviour of soft Hong Kong marine deposits. J.-G. Zhu and J.-H. Yin	471
Discussion
Time-related increases in the shaft capacities of driven piles in sand. F. C. Chow, R. J. Jardine, J. F. Nauroy and F. Brucy	475
A unique relationship for χ for the determination of the shear strength of unsaturated soils. N. Khalili and M. H. Kabbaz	477
British PhD Theses: 2000	479
Deformation of landfill from measurements of shear wave velocity and damping. C. P. Abbiss	483
Macro–micro measurement of particle arrangement in sheared kaolinitic matrices. P. Dudoignon, A. Pantet, L. Carrara and B. Velde	493
Case study of lateral spreading forces on a piled foundation. J. B. Berrill, S. A. Christensen, R. P. Keenan, W. Okada and J. R. Pettinga	501
Characteristic values of ground parameters and probability of failure in design according to Eurocode 7. A. S. Cardoso and M. M. Fernandes	519
Development of stabilisation and solidification in lime–clay mixes. D. I. Boardman, S. Glendinning and C. D. F. Rogers	533
Particle shape characterisation using Fourier descriptor analysis. E. T. Bowman, K. Soga and W. Drummond	545
Drained and undrained anisotropic elastic stiffness parameters. M. L. Lings	555
Technical Note
Block sampling and test sample preparation of locked sands. A. Cresswell	567
Discussion
Theoretical analysis of centrifugal model tests on reinforced earth structures. A. Sawicki	571
Influence of soil structure and stress history on the soil–water characteristics of a compacted till. S. K. Vanapalli, D. G. Fredlund and D. E. Pufahl	573
Partially saturated tailings sand below the phreatic surface. A. B. Fourie, B. A. Hofmann, R. J. Mikula, E. R. F. Lord, P. K. Robertson	577
Factors affecting rainfall-induced flowslides in laboratory flume tests. G. Wang and K. Sassa	587
Prediction and interpretation of pore pressure dissipation for a tapered piezoprobe. A. J. Whittle, T. Sutabutr, J. T. Germaine and A. Varney	601
Quantitative characterisation of the geometry of discrete particles. B. Sukumaran and A. K. Ashmawy	619
Consolidation of naturally gassy soft soil. G. C. Sills and R. Gonzalez	629
Technical Notes
Revisiting Hvorslev's intake factors using the finite element method. S. Ratnam, K. Soga and R. W. Whittle	641
Stabilisation of leaning structures: the Tower of Pisa case. S. M. T. Ranzini	647
Discussion
Group effects in stone column foundations: model tests. D. Muir-Wood, W. Hu and D. F. T. Nash	649
Sand state from cone penetrometer tests: a framework considering grain crushing stress. J.-M. Konrad	651
Slope stability analysis by finite elements. D. V. Griffiths and P. A. Lane	653
Strip loads on a non-linear heterogeneous half-space. U. Holzlöhner	655
A laboratory study of post-rupture strength. V. N. Georgiannou and J. B. Burland	665
Fuzzy partitioning algorithms applied to the interpretation of distinct element modelling results. J. P. Harrison, A. M. Ferrero and S. Cravero	677
Combined loading of spudcan foundations on clay: numerical modelling. C. M. Martin and G. T. Houlsby	687
Theory and practice of the fall cone test. T. Koumoto and G. T. Houlsby	701
Technical Notes
A novel bender/extender element for soil testing. M. L. Lings and P. D. Greening	713
Vertical stress formula for pressure over rectangular areas. H. M. Algin	719
Monitoring sedimentation of a clay slurry. J. Blewett, W. J. McCarter, T. M. Chrisp and G. Starrs	723
Discussion
Dilatancy for cohesionless soils. X. S. Li and Y. F. Dafalias	729
Corrigenda	731
Addendum	732
An investigation of the effect of soil state on the capacity of driven piles in sands. E. U. Klotz and M. R. Coop	733
Radiographic and microscopic observation of shear bands in granular materials. S. Nemat-Nasser and N. Okada	753
The strength of unsaturated bentonite-enhanced sand. D. I. Stewart, Y. Y. Tay and T. W. Cousens	767
Failure models of drilling fluid filter cake. P. Cerasi and K. Soga	777
Upper-bound load estimates on square and rectangular footings. R. L. Michalowski	787
Three-dimensional site characterisation: neural network approach. C. H. Juang, T. Jiang and R. A. Christopher	799
Technical Notes
Uplift, friction, capillarity and effective stress: revisited via the porous media theory. R. de Boer	811
Strength theory of homogeneous jointed rock mass. F. Wu and S. Wang	815
Discussion
Fall-cone penetration and water content relationships of clays. T. W. Feng	819
Precompression design for secondary settlement reduction. E. E. Alonso, A. Gens and A. Lloret	822
Editorial. B. Simpson and H. Thomas	827
Obituary	829
Soil consolidation associated with grouting during shield tunnelling in soft clayey ground. K. Komiya, K. Soga, H. Akagi, M. R. Jafari and M. D. Bolton	835
Analysis of progressive liquefaction as a moving-boundary problem. S. Sassa, H. Sekiguchi and J. Miyamoto	847
Secondary compression of clays as a local dehydration process. V. Navarro and E. E. Alonso	859
A random method for simulating loose packs of angular particles using tetrahedra. J.-P. Latham, Y. Lu and A. Munjiza	871
Technical Notes
Horizontal slice method of analysis. M. Shahgholi, A. Fakher and C. J. F. P. Jones	881
Strength variation in young reef limestones. C. L. Burton, A. C. Waltham and S. J. McLaren	887
On the application of the Hiley formula in driving long piles. T. Triantafyllidis	891
Statistics of soil particle strength. G. R. McDowell	897
Consolidation behaviour of allophane clays. L. D. Wesley	901
Discussion
Analysis of single-fluid jet grouting. D. A. Greenwood and A. L. Bell	905
Contents of Volume 51	907
Index to Volume 51	910

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