INDEX TO GÉOTECHNIQUE VOLUME LIII

doi:10.1680/geot.2003.53.10.920

February, March, April, May, June, August, September, October, November, December 2003

No. 1, 1–141, No. 2, 143–298, No. 3, 299–375, No. 4, 377–454, No. 5 455–532, No. 6, 533–609, No. 7, 611–688, No. 8, 689–766, No. 9, 767–844, No. 10, 845–928

AUTHOR INDEX

Agus S. S., Leong E. C. & Schanz T. Technical note: Assessment of statistical models for indirect determination of permeability functions from soil–water characteristic curves, 279–282

Alonso E. E. see Lloret A. et al.

Alonso E. E. see Oldecop L. A. & Alonso E. E.

Arroyo M., Muir Wood D. & Greening P. D.

Source near-field effects and pulse tests in soil samples, 337–345

Alzoghbi P. Suction effects on a compacted clay under non-isothermal conditions. Romero E., Gens A. & Lloret A., 65–81

Askari F. & Farzaneh O. Upper-bound solution for seismic bearing capacity of shallow foundations near slopes, 697–702

Atkinson J. & Nocilla A. Technical note: Suction and strength in heavily compressed carbonate sand, 831–832

Baldry J. A. S. see Palmer A. C. et al.

Bandini P. see Loukidis D. et al.

Bao C. G. see Ng C. W. W. et al.

Barbour S. L. see Pham H. Q. et al.

Barefoot A. J. see Palmer A. C. et al.

Baumgard A. J. see Palmer A. C. et al.

Blatz J. A. & Graham J. Elastic-plastic modelling of unsaturated soil using results from a new triaxial test with controlled suction, 113–122

Blight G. E. The vadose zone soil-water balance and transpiration rates of vegetation, 55–64

Blewett J., McCarter W. J., Chrisp T. M. & Starrs G. Discussion: Monitoring sedimentation of a clay slurry, 370–372

Bolton M. D. see Take W. A. & Bolton M. D.

Bolton M. D. see Komiya K. et al.

Bolton M. D. see White D. J. et al.

Bolton M. D. see Cheng Y. P. et al.

Bolton M. D. see Palmer A. C. et al.

Buisson M. S. R. see Wheeler S. J. et al.

Burland J. B. see Cunningham M. R. et al.

Burland J. B. see Ridley A. M. et al.

Burton C. J., Waltham A. C. & McLaren S. J. Discussion: Strength variation in young reef limestones, 764–766

Chan A. H. C. Technical note: Determination of the coeffecient of consolidation using a least squares method, 673–678

Chandler N. see Thomas H. R. et al.

Cheng Y. P., Nakata Y. & Bolton M. D. Discrete element simulation of crushable soil, 633–641

Chiu C. F. & Ng C. W. W. A state-dependent elasto-plastic model for saturated and unsaturated soils, 809–829

Choudhury D. see Sridharan A. & Choudhury D.

Chrisp T. M. see Blewett J. et al.

Chung S. G. see Nagaraj T. S. et al.

Clayton C. R. I. see Van der Berg J. P. et al.

Cleall P. J. see Thomas H. R. et al.

Collins I. F. & Kelly P. A. Discussion: A thermomechanical analysis of a family of soil models, 606–609

Collins I. F. & Muhunthan B. On the relationship between stress–dilatancy, anisotropy, and plastic dissipation for granular materials, 611–618

Consoli N. C. see Rotta G. V. et al.

Coop M. R. see Rotta G. V. et al.

Cui Y. J., Delage P. & Alzoghbi P. Retention and transport of a hydrocarbon in a silt, 83–91

Cuéllar V. see Olalla C. & Cuéllar V.

Cunningham M. R., Ridley A. M., Dineen K. & Burland J. B. The mechanical behaviour of a reconstituted unsaturated silty clay, 183–194

Da Pratt M. see Rocchi G. et al.

Deeks A. J. see Doherty J. P. & Deeks A. J.

Delage P. see Cui Y. J. et al.

Dineen K. see Cunningham M. R. et al.

Dineen K. see Ridley A. M. et al.

Dixon D. see Thomas H. R. et al.

Doherty J. P. & Deeks A. J. Elastic response of circular footings embedded in an on-homogeneous half-space, 703–714 Dominijanni A. see Manassero M. & Dominijanni A.

Doran I. G. see Sivakumar V. et al.

Einav I. & Puzrin A. M.

Evaluation of continuous hyperplastic critical state (CHCS) model,

901–913

Fahey M. see Mao X. & Fahey M.

Fang H. L. A state-dependent multi-mechanism model for sands, 407–420 Faranski A. S. see Palmer A. C. et al.

Farzaneh O. see Askari F. & Farzaneh O.

Finch M. see Palmer A. C. et al.

Fontana M. see Rocchi G. et al.

Foti S. Small-strain stiffness and damping ratio of Pisa clay from surface wave tests, 455–461 Fredlund D. G. see Ng C. W. W. et al.

Fredlund D. G. see Pham H. Q. et al.

Gallipoli D., Wheeler S. J. & Karstunen M.

Modelling the variation of degree of saturation in a deformable unsaturated soil, 105–112 Gallipoli D., Gens A., Sharma R. & Vaunat J. An elasto-plasto model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour, 123–135 Gens A. see Lloret A. et al.

Gens A. see Romero E. et al.

Gens A. see Gallipoli D. et al.

Georgiadis K., Potts D. M. & Zdravkovic L. The influence of partial soil saturation on pile behaviour, 11–25 Gong B. W. see Ng C. W. W. et al.

Gourvenec S. & Randolph M. Effect of strength non-homogeneity on the shape of failure envelopes for combined loading of strip and circular foundations on clay, 575–586 Graham J. see Blatz J. A. & Graham J.

Graham J. see Sivakumar V. et al.

Graham J. see Rotta G. V. et al.

Greening P. D. see Arroyo M. et al.

Hajiabdolmajid V., Kaiser P. & Martin C. D.

Mobilised strength components in brittle failure of rock, 327–336 Hansbo S.

Technical note: Deviation from Darcy's law observed in one-dimensional consolidation, 601–605 Hao H. see Wu C. et al.

Hau K. W. see McDowell G. R. & Hau K. W.

Hird C. C., Johnson P. & Sills G. C. Performance of miniature piezocones in thinly layered soils, 885–900 Horpibulsuk S., Miura N. & Nagaraj T. S.

Technical note: Assessment of strength development in cement-admixed high water content clays with Abrams’ law as a basis, 439–444 Houlsby G. T.

Editorial, 299 Houlsby G. T. & Martin C. M.

Technical note: Undrained bearing capacity factors for conical footings on clay, 513–520

Jafari M. R. see Komiya K. et al.

Jardine R. J. see Lehane B. M. & Jardine R. J. Jiang H. D. see Zhu D. Y. et al.

Johnson P. see Hird C. C. et al.

Jommi C. see Springman S. M. et al.

Kaiser P. see Hajiabdolmajid V. et al.

Karstunen M. see Gallipoli D. et al.

Kelly P. A. see Collins I. F. & Kelly P. A.

Kemp S. J., Pearce J. M. & Oates D. Technical note: in situ sampling of sediment-filled fractures, 665–668

Komiya K., Soga K., Agaki H., Jafari M. R. & Bolton M. D. Discussion: Soil consolidation associated with grouting during shield tunnelling in soft clayey ground, 447–448

Kumar J. & Kumar N. Technical note: Seismic bearing capacity of rough footings on slopes using limit equilibrium, 363–369

Kumar J. & Mohan Rao V. B. K. Seismic bearing capacity of foundations on slopes, 347–361

Kumar J. & Mohan Rao V. B. K. Discussion: Seismic bearing capacity factors for spread foundation, 445–446

Kumar N. see Kumar J. & Kumar N.

Lee C. F. see Zhu D. Y. et al.

Lehane B. M. & Jardine R. J. Effects of long-term pre-loading on the performance of a footing on clay, 689–695

Leong E. –C., Tripathy S. & Rahardjo H. Total suction measurement of unsaturated soils with a device using the chilled-mirror dew-point technique, 173–182

Leong E. C. see Agus S. S. et al.

Ledesma A. see Mata C. & Ledesma A.

Li X. S. Technical note: Effective stress in unsaturated soil: a microstructural analysis, 273–277

Lloret A., Villar M. V., Sànchez M., Gens A., Pintado X. & Alonso

E. E. Mechanical behaviour of heavily compacted bentonite under high suction changes, 27–40

Lloret A. see Romero E. et al.

Loukidis D., Bandini P. & Salgado R. Stability of seismically loaded slopes using limit analysis, 463–479

Lu Y. see Wu C. et al.

Madabhushi S. P. G. see Teymur B. & Madabhushi S. P. G.

Manassero M. & Dominijanni A. Modelling the osmosis effect on solute migration through porous media, 481–492

Mántaras F. M. see Schnaid F. & Mántaras F. M.

Mao X. & Fahey M. Behaviour of calcerous soils in undrained cyclic simple shear, 715–727

Martin C. D. see Hajiabdolmajid V. et al.

Martin C. M. see Houlsby G. T. & Martin C. M.

Mata C. & Ledesma A. Permeability of a bentonite–crushed granite rock mixture using different experimental techniques, 747–758

McCarter W. J. see Blewett J. et al.

McDowell G. R. & Hau K. W. Technical note: A simple non-associated three surface kinematic hardening model, 433–437

McDowell G. R. Technical note: Micromechanics of creep of granular materials, 915–916

McLaren see Burton C. J. et al.

Meng J. & Rix G. J. Reduction of equipment-generated damping in resonant column measurements, 503–512

Miura N. see Horpibulsuk S. et al.

Miura N. see Nagaraj T. S. et al.

Mitchell H. P. see Thomas H. R. et al.

Mohamed M. H. A. see Sharma R. S. & Mohamed M. H. A.

Mohan Rao V. B. K. see Kumar J. & Mohan Rao V. B. K

Molenkamp F. & Nazemi A. H. Micromechanical considerations of unsaturated pyramidal packing, 195–206

Molenkamp F. & Nazemi A. H. Interactions between two rough spheres, water bridge and water vapour, 255–264

Mongiovì L. see Tarantino A. & Mongiovì L. Muhunthan B. see Collins I. F. & Muhunthan B.

Muir Wood D. see Arroyo M. et al.

Muraleetharan K. K. see Yang Y. & Muraleetharan K. K.

Nagaraj T. S. see Horpibulsuk S. et al.

Nagaraj T. S., Miura N., Chung S. G. & Nagendra Prasad K. Technical note: Analysis and assessment of sampling disturbance of soft sensitive clays, 679–683

Nagendra Prasad K. see Nagaraj T. S. et al.

Nakata Y. see Cheng Y. P. et al.

Navaneethan T. see Sivakumar V. et al.

Nazemi A. H. see Molenkamp F. & Nazemi A. H.

Ng C. W. W., Zhan L. T., Bao C. G., Fredlund D. G. & Gong B. W. Performance of an unsaturated expansive soil slope subjected to artificial rainfall infiltration, 143–157

Ng C. W. W. see Chiu C. F. & Ng C. W. W.

Nocilla A. see Atkinson J. & Nocilla A.

Oates D. see Kemp S. J. et al.

Olalla C. & Cuéllar V. Discussion: Failure mechanism of the Aznalcóllar Dam, Seville, Spain, 521–522

Oldecop L. A. & Alonso E. E. Technical note: Suction effects on rockfill compressibility, 289–292

Olivares L. & Picarelli L. Technical note: Shallow flowslides triggered by intense rainfalls on natural slopes covered by loose unsaturated pyroclastic soils, 283–287

Ong B. H. see Toll D. G. & Ong B. H.

Oulapour M. see Pietruszczak S. et al.

Paik K. H. & Salgado R. Estimation of active earth pressure against rigid retaining walls considering arching effects, 643–653

Palmer A. C., White D. J., Baumgard A. J., Bolton M. D., Barefoot

A. J., Finch M., Powell T., Faranski A. S. & Baldry J. A. S. Uplift resistance of buried submarine pipelines: comparison between centrifuge modelling and full-scale tests, 877–883

Pande G. N. see Pietruszczak S. et al.

Pearce J. M. see Kemp S. J. et al.

Pham H. Q., Fredlund D. G. & Barbour S. L. Technical note: A practical hysteresis model for the soil–water characteristic curve for soils with negligible volume change, 293–298

Picarelli L. see Olivares L. & Picarelli L.

Pietruszczak S., Pande G. N. & Oulapour M. Technical note: A hypothesis for mitigation of risk of liquefaction, 833–838

Pintado X. see Lloret A. et al.

Polidori E. Proposal for a new plasticity chart, 397–406

Powell D. B. see Van der Berg J. P. et al.

Powell T. see Palmer A. C. et al.

Potts D. M. see Georgiadis K. et al.

Potts D. M. Numerical analysis: a virtual dream or practical reality, 535–573

Potts D. M. see Shin J. H. et al.

Prietto P. D. M. see Rotta G. V. et al.

Puzrin A. M. see Randolph M. F. & Puzrin A. M.

Puzrin A. M. see Einav I. & Puzrin A. M.

Rahardjo H. see Leong E. –C et al.

Randolph M. F. see Reul O. & Randolph M. F.

Randolph M. see Gourvenec S. & Randolph M.

Randolph M. F. & Puzrin A. M. Upper bound limit analysis of circular foundations on clay under general loading, 785–796

Randolph M. F. Science and empiricism in pile foundation design, 847–875

Reul O. & Randolph M. F. Piled rafts in overconsolidated clay: comparison of in situ measurements and numerical analyses, 301–315

Ridley A. M. see Cunningham M. R. et al.

Ridley A. M., Dineen K., Burland J. B. & Vaughan P. R. Soil matrix suction: some examples of its measurement and application in geotechnical engineering, 241–253

Rix G. J. see Meng J. & Rix G. J.

Rocchi G., Fontana M. & Da Prat M. Modelling of natural soft clay destruction processes using viscoplasticity theory, 729–745

Romero E., Gens A. & Lloret A. Suction effects on a compacted clay under non-isothermal conditions, 65–81

Rotta G. V., Consoli N. C., Prietto P. D. M., Coop M. R. & Graham J. Isotropic yielding in an artificially cemented soil cured under stress, 493–501

Salgado R. see Loukidis D. et al.

Salgado R. see Paik K. H. & Salgado R.

Sànchez M. see Lloret A. et al.

Schanz T. see Agus S. S. et al.

Schnaid F. & Mántaras F. M. Cavity expansion in cemented materials: structure degradation effects, 797–807

Sharma R. S. see Wheeler S. J. et al.

Sharma R. Gallipoli D. et al.

Sharma R. S. & Mohamed M. H. A. Patterns and mechanisms of migration of light non-aqueous phase liquid in an unsaturated sand, 225–239

Shen W. Y. & Teh C. I. Discussion: Analysis of laterally loaded pile groups using a variational approach, 525–526

Shin J. H., Potts D. M.& Zdravkovic L. Discussion: Three-dimensional modelling of NATM tunnelling in decomposed granite soil, 685–687

Sills G. C. see Hird C. C. et al.

Sivakumar V., Doran I. G., Graham J. & Navaneethan T. Discussion: Relationship between K₀ and overconsolidation ratio: a theoretical approach, 450–454

Sivakumar V. & Wheeler S. J. Discussion: Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay, Parts 1 and 2, 842–843

Springman S. M., Jommi C. & Teysseire P. Instabilities on moraine slopes induced by loss of suction: a case history, 3–10

Soga K. see Komiya K. et al.

Sridharan A. & Choudhury D. Discussion: Swelling pressure of sodium montmorillonites, 449

Srinivasa Murthy B. R. see Vatsala A. & Srinivasa Murthy B. R. Starrs G. see Blewett J. et al.

Su J. Q. & Wang Z. Technical note: The two-dimensional consolidation theory of electro-osmosis, 759–763

Take W. A. & Bolton M. D. Tensiometer saturation and the reliable measurement of soil suction, 159–172

Take W. A. see White D. J. et al.

Tarantino A. & Mongiovì L. Technical note: Calibration of tensiometer for direct measurement of matric suction, 137–141

Teh C. I. see Shen W. Y. & Teh C. I.

Teymur B. & Madabhushi S. P. G. Experimental study of boundary effects in dynamic centrifuge modelling, 655–663

Teysseire P. see Springman S. M. et al.

Thomas H. R.

Editorial, 1

Thomas H. R., Cleall P. J., Chandler N., Dixon D. & Mitchell H. P. Water infiltration into a large-scale in situ experiment in an underground research laboratory, 207–224

Toll D. G. & Ong B. H. Critical-state parameters for an unsaturated residual sandy clay, 93–103

Triantafllidis T. Discussion: On the application of the Hiley formula in driving long piles, 373–375

Tripathy S. see Leong E. –C et al.

Van der Berg J. P., Clayton C. R. I. & Powell D. B. Displacements ahead of an advancing NATM tunnel in the London clay, 767–784

Vardoulakis I. Discussion: Dynamic thermo-poro-mechanical analysis of catastrophic landslides, 523–524

Vatsala A. & Srinivasa Murthy B. R. Discussion: Suction in compacted states, 839–841

Vaughan P. R. see Ridley A. M. et al.

Vaughan P. R. Observations on the behaviour of clay fill containing occluded air bubbles, 265–272

Vaunat J. Gallipoli D. et al.

Villar M. V. see Lloret A. et al.

Waltham A. C. see Burton C. J. et al.

Wang Z. see Su J. Q. & Wang Z.

Wesley L. D. Technical note: Residual strength of clays and correlations using Atterberg limits, 669–672

Wheeler S. J., Sharma R. S. & Buisson M. S. R. Coupling of hydraulic hysteresis and stress–strain behaviour in unsaturated soils, 41–54

Wheeler S. J. see Gallipoli D. et al.

Wheeler S. J. see Sivakumar V. & Wheeler S. J.

White D. J. PSD measurement using the single particle optical sizing (SPOS) method, 317–326

White D. J., Take W. A. & Bolton M. D. Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry, 619–631

White D. J. see Palmer A. C. et al.

Wu C., Hao H., Lu Y. & Zhou Y. Characteristics of stress waves recorded in small-scale field blast tests on a layered rock–soil site, 587–599

Yang Y. & Muraleetharan K. K. The middle surface concept and its application to the elasto-plastic behaviour of saturated sands, 421–431

Zdravkovic L. see Georgiadis K. et al.

Zdravkovic L. see Shin J. H. et al.

Zhan L. T. see Ng C. W. W. et al.

Zhou Y. see Wu C. et al.

Zhu D. Y., Lee C. F., & Jiang H. D. Generalised framework of limit equilibrium methods for slope stability analysis, 377–395

SUBJECT INDEX

Anisotropy

Micromechanical considerations of unsaturated pyramidal packing. Molenkamp F. & Nazemi A. H., 195–206

Technical note: Effective stress in unsaturated soil: a microstructural analysis. Li X. S., 273–277

On the relationship between stress–dilatancy, anisotropy, and plastic dissipation for granular materials. Collins I. F. & Muhunthan B., 611–618

Axial capacity Science and empiricism in pile foundation design. Randolph M. F., 847–875

Bearing capacity

Seismic bearing capacity of foundations on slopes. Kumar J. & Mohan Rao V. B. K., 347–361

Technical note: Undrained bearing capacity factors for conical footings on clay. Houlsby G. T. & Martin C. M., 513–520

Effect of strength non-homogeneity on the shape of failure envelopes for combined loading of strip and circular foundations on clay. Gourvenec S. & Randolph M., 575–586

Upper-bound solution for seismic bearing capacity of shallow foundations near slopes. Askari F. & Farzaneh O., 697–702

Upper bound limit analysis of circular foundations on clay under general loading. Randolph M. F. & Puzrin A. M., 785–796

Buried structures

Uplift resistance of buried submarine pipelines: comparison between centrifuge modelling and full-scale tests. Palmer A. C., White D. J., Baumgard A. J., Bolton M. D., Barefoot A. J., Finch M., Powell T., Faranski A. S. & Baldry J. A. S., 875–881

Calcerous soils

Behaviour of calcerous soils in undrained cyclic simple shear. Mao X. & Fahey M., 715–727

Technical note: Suction and strength in heavily compressed carbonate sand. Atkinson J. & Nocilla A., 831–832

Case history

Piled rafts in overconsolidated clay: comparison of in situ measurements and numerical analyses. Reul O. & Randolph M. F., 301–315

Technical note: Deviation from Darcy's law observed in one-dimensional consolidation. Hansbo S., 601–605

Effects of long-term pre-loading on the performance of a footing on clay. Lehane B. M. & Jardine R. J., 689–695

Displacements ahead of an advancing NATM tunnel in the London clay. Van der Berg J. P., Clayton C. R. I. & Powell D. B., 767–784

Centrifuge modelling

Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. White D. J., Take W. A. & Bolton M. D., 619–631

Experimental study of boundary effects in dynamic centrifuge modelling. Teymur B. & Madabhushi S. P. G., 655–663

Uplift resistance of buried submarine pipelines: comparison between centrifuge modelling and full-scale tests. Palmer A. C., White D. J., Baumgard A. J., Bolton M. D., Barefoot A. J., Finch M., Powell T., Faranski A. S. & Baldry J. A. S., 875–881

Chemical properties

Modelling the osmosis effect on solute migration through porous media. Manassero M. & Dominijanni A., 481–492

Clays

Suction effects on a compacted clay under non-isothermal conditions. Romero E., Gens A. & Lloret A., 65–81

Elastic-plastic modelling of unsaturated soil using results from a new triaxial test with controlled suction. Blatz J. A. & Graham J., 113–122

An elasto-plasto model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour. Gallipoli D., Gens A., Sharma R. & Vaunat J., 123–135

The mechanical behaviour of a reconstituted unsaturated silty clay. Cunningham M. R., Ridley A. M., Dineen K. & Burland J. B., 183–194

Proposal for a new plasticity chart. Polidori E., 397–406

Technical note: A simple non-associated three surface kinematic hardening model. McDowell G. R. & Hau K. W., 433–437

Technical note: Assessment of strength development in cement-admixed high water content clays with Abrams’ law as a basis. Horpibulsuk S., Miura N. & Nagaraj T. S., 439–444

Modelling the osmosis effect on solute migration through porous media. Manassero M. & Dominijanni A., 481–492

Technical note: Undrained bearing capacity factors for conical footings on clay. Houlsby G. T. & Martin C. M., 513–520

Technical note: Residual strength of clays and correlations using Atterberg limits. Wesley L. D., 669–672

Technical note: Analysis and assessment of sampling disturbance of soft sensitive clays. Nagaraj T. S., Miura N., Chung S. G. & Nagendra Prasad K., 679–683

Modelling of natural soft clay destruction processes using viscoplasticity theory. Rocchi G., Fontana M. & Da Prat M., 729–745

Upper bound limit analysis of circular foundations on clay under general loading. Randolph M. F. & Puzrin A. M., 785–796

Performance of miniature piezocones in thinly layered soils. Hird C. C., Johnson P. & Sills G. C., 883–898

Evaluation of continuous hyperplastic critical state (CHCS) model. Einav I. & Puzrin A. M., 899–911

Compaction

Total suction measurement of unsaturated soils with a device using the chilled-mirror dew-point technique. Leong E. –C., Tripathy S. & Rahardjo H., 173–182

Compressibility

Critical-state parameters for an unsaturated residual sandy clay. Toll D. G. & Ong B. H., 93–103

Isotropic yielding in an artificially cemented soil cured under stress. Rotta G. V., Consoli N. C., Prietto P. D. M., Coop M. R. & Graham J., 493–501

Discrete element simulation of crushable soil. Cheng Y. P., Nakata Y. & Bolton M. D., 633–641

Technical note: Micro mechanics of creep of granular materials. McDowell G. R., 913–914

Consolidation

Technical note: Deviation from Darcy's law observed in one-dimensional consolidation. Hansbo S., 601–605

Technical note: Determination of the coeffecient of consolidation using a least squares method. Chan A. H. C., 673–678

Technical note: The two-dimensional consolidation theory of electro-osmosis. Su J. Q. & Wang Z., 759–763

Performance of miniature piezocones in thinly layered soils. Hird C. C., Johnson P. & Sills G. C., 883–898

Constitutive model

Technical note: Suction effects on rockfill compressibility. Oldecop L. A. & Alonso E. E., 289–292

Constitutive relations

The influence of partial soil saturation on pile behaviour. Georgiadis K., Potts D. M. & Zdravkovic L., 11–25

Mechanical behaviour of heavily compacted bentonite under high suction changes. Lloret A., Villar M. V., Sànchez M., Gens A., Pintado X. & Alonso E. E., 27–40

Coupling of hydraulic hysteresis and stress–strain behaviour in unsaturated soils. Wheeler S. J., Sharma R. S. & Buisson M. S. R., 41–54

Modelling the variation of degree of saturation in a deformable unsaturated soil. Gallipoli D., Wheeler S. J. & Karstunen M.,105–112

Elastic-plastic modelling of unsaturated soil using results from a new triaxial test with controlled suction. Blatz J. A. & Graham J., 113–122

An elasto-plasto model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour. Gallipoli D., Gens A., Sharma R. & Vaunat J., 123–135

Technical note: A practical hysteresis model for the soil–water characteristic curve for soils with negligible volume change. Pham H. Q., Fredlund D. G. & Barbour S. L., 293–298

A state-dependent multi-mechanism model for sands. Fang H. L., 407–420

The middle surface concept and its application to the elasto-plastic behaviour of saturated sands. Yang Y. & Muraleetharan K. K., 421–431

Technical note: A simple non-associated three surface kinematic hardening model. McDowell G. R. & Hau K. W., 433–437

Cavity expansion in cemented materials: structure degradation effects. Schnaid F. & Mántaras F. M., 797–807

A state-dependent elasto-plastic model for saturated and unsaturated soils. Chiu C. F. & Ng C. W. W., 809–829

Evaluation of continuous hyperplastic critical state (CHCS) model. Einav I. & Puzrin A. M., 899–911

Creep

Effects of long-term pre-loading on the performance of a footing on clay. Lehane B. M. & Jardine R. J., 689–695

Modelling of natural soft clay destruction processes using viscoplasticity theory. Rocchi G., Fontana M. & Da Prat M., 729–745

Crushing/crushability

Discrete element simulation of crushable soil. Cheng Y. P., Nakata Y. & Bolton M. D., 633–641

Deformation

Performance of an unsaturated expansive soil slope subjected to artificial rainfall infiltration. Ng C. W. W., Zhan L. T., Bao C. G., Fredlund D. G. & Gong B. W., 143–157

A state-dependent multi-mechanism model for sands. Fang H. L., 407–420

Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. White D. J., Take W. A. & Bolton M. D., 619–631

Uplift resistance of buried submarine pipelines: comparison between centrifuge modelling and full-scale tests. Palmer A. C., White D. J., Baumgard A. J., Bolton M. D., Barefoot A. J., Finch M., Powell T., Faranski A. S. & Baldry J. A. S., 875–881

Dynamics

Source near-field effects and pulse tests in soil samples. Arroyo M., Muir Wood D. & Greening P. D., 337–345

Small-strain stiffness and damping ratio of Pisa clay from surface wave tests. Foti S., 455–461

Reduction of equipment-generated damping in resonant column measurements. Meng J. & Rix G. J., 503–512

Dynamic testing

Science and empiricism in pile foundation design. Randolph M. F., 847–875

Displacements ahead of an advancing NATM tunnel in the London clay. Van der Berg J. P., Clayton C. R. I. & Powell D. B., 767–784

Footings/foundations

Seismic bearing capacity of foundations on slopes. Kumar J. & Mohan Rao V. B. K., 347–361

Effect of strength non-homogeneity on the shape of failure envelopes for combined loading of strip and circular foundations on clay. Gourvenec S. & Randolph M., 575–586

Effects of long-term pre-loading on the performance of a footing on clay. Lehane B. M. & Jardine R. J., 689–695

Upper-bound solution for seismic bearing capacity of shallow foundations near slopes. Askari F. & Farzaneh O., 697–702

Elastic response of circular footings embedded in an on-homogeneous half-space. Doherty J. P. & Deeks A. J., 703–714

Upper bound limit analysis of circular foundations on clay under general loading. Randolph M. F. & Puzrin A. M., 785–796

Evaluation of continuous hyperplastic critical state (CHCS) model. Einav I. & Puzrin A. M., 899–911

Friction

Micromechanical considerations of unsaturated pyramidal packing. Molenkamp F. & Nazemi A. H., 195–206

On the relationship between stress–dilatancy, anisotropy, and plastic dissipation for granular materials. Collins I. F. & Muhunthan B., 611–618

Full-scale tests

Instabilities on moraine slopes induced by loss of suction: a case history. Springman S. M., Jommi C. & Teysseire P., 3–10

Water infiltration into a large-scale in situ experiment in an underground research laboratory. Thomas H. R., Cleall P. J., Chandler N., Dixon D. & Mitchell H. P., 207–224

Technical note: Deviation from Darcy's law observed in one-dimensional consolidation. Hansbo S., 601–605

Geology

Technical note: in situ sampling of sediment-filled fractures. Kemp S. J., Pearce J. M. & Oates D., 665–668

Geosynthetics

Modelling the osmosis effect on solute migration through porous media. Manassero M. & Dominijanni A., 481–492

Glacial soils

Instabilities on moraine slopes induced by loss of suction: a case history. Springman S. M., Jommi C. & Teysseire P., 3–10

Gravels

Interactions between two rough spheres, water bridge and water vapour. Molenkamp F. & Nazemi A. H., 255–264

Ground improvement

Technical note: Assessment of strength development in cement-admixed high water content clays with Abrams’ law as a basis. Horpibulsuk S., Miura N. & Nagaraj T. S., 439–444

Ground movements

Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. White D. J., Take W. A. & Bolton M. D., 619–631

Displacements ahead of an advancing NATM tunnel in the London clay. Van der Berg J. P., Clayton C. R. I. & Powell D. B., 767–784

Groundwater

Technical note: In situ sampling of sediment-filled fractures. Kemp S. J., Pearce J. M. & Oates D., 665–668

Grouting

Characteristics of stress waves recorded in small-scale field blast tests on a layered rock–soil site. Wu C., Hao H., Lu Y. & Zhou Y., 587–599

In situ testing

The vadose zone soil-water balance and transpiration rates of vegetation. Blight G. E., 55–64

Small-strain stiffness and damping ratio of Pisa clay from surface wave tests. Foti S., 455–461

Characteristics of stress waves recorded in small-scale field blast tests on a layered rock–soil site. Wu C., Hao H., Lu Y. & Zhou Y., 587–599

Earth pressure

Performance of an unsaturated expansive soil slope subjected to artificial rainfall infiltration. Ng C. W. W., Zhan L. T., Bao C. G., Fredlund D. G. & Gong B. W., 143–157

Estimation of active earth pressure against rigid retaining walls considering arching effects. Paik K. H. & Salgado R., 643–653

Earthquakes

Seismic bearing capacity of foundations on slopes. Kumar J. & Mohan Rao V. B. K., 347–361

Technical note: Seismic bearing capacity of rough footings on slopes using limit equilibrium. Kumar J. & Kumar N., 363–369

Stability of seismically loaded slopes using limit analysis. Loukidis D., Bandini P. & Salgado R., 463–479

Experimental study of boundary effects in dynamic centrifuge modelling. Teymur B. & Madabhushi S. P. G., 655–663

Technical note: A hypothesis for mitigation of risk of liquefaction. Pietruszczak S., Pande G. N. & Oulapour M., 833–838

Elasticity

Source near-field effects and pulse tests in soil samples. Arroyo M., Muir

Wood D. & Greening P. D., 337–345

On the relationship between stress–dilatancy, anisotropy, and plastic dissipation for granular materials. Collins I. F. & Muhunthan B., 611–618

Technical note: Determination of the coeffecient of consolidation using a least squares method. Chan A. H. C., 673–678

Elastic response of circular footings embedded in an on-homogeneous half-space. Doherty J. P. & Deeks A. J., 703–714

Excavation

Mobilised strength components in brittle failure of rock. Hajiabdolmajid V., Kaiser P. & Martin C. D., 327–336

Expansive soils

Mechanical behaviour of heavily compacted bentonite under high suction changes. Lloret A., Villar M. V., Sànchez M., Gens A., Pintado X. & Alonso E. E., 27–40

Elastic-plastic modelling of unsaturated soil using results from a new triaxial test with controlled suction. Blatz J. A. & Graham J., 113–122

Performance of an unsaturated expansive soil slope subjected to artificial rainfall infiltration. Ng C. W. W., Zhan L. T., Bao C. G., Fredlund D. G. & Gong B. W., 143–157

Water infiltration into a large-scale in situ experiment in an underground research laboratory. Thomas H. R., Cleall P. J., Chandler N., Dixon D. & Mitchell H. P., 207–224

Fabric/structure of soils

Mechanical behaviour of heavily compacted bentonite under high suction changes. Lloret A., Villar M. V., Sànchez M., Gens A., Pintado X. & Alonso E. E., 27–40

Critical-state parameters for an unsaturated residual sandy clay. Toll D. G. & Ong B. H., 93–103

Micromechanical considerations of unsaturated pyramidal packing. Molenkamp F. & Nazemi A. H., 195–206

Technical note: Effective stress in unsaturated soil: a microstructural analysis. Li X. S., 273–277

Technical note: In situ sampling of sediment-filled fractures. Kemp S. J., Pearce J. M. & Oates D., 665–668

Cavity expansion in cemented materials: structure degradation effects. Schnaid F. & Mántaras F. M., 797–807

Performance of miniature piezocones in thinly layered soils. Hird C. C., Johnson P. & Sills G. C., 883–898

Failure

Instabilities on moraine slopes induced by loss of suction: a case history. Springman S. M., Jommi C. & Teysseire P., 3–10

Generalised framework of limit equilibrium methods for slope stability analysis. Zhu D. Y., Lee C. F., & Jiang H. D., 377–395

Field instrumentation

Tensiometer saturation and the reliable measurement of soil suction. Take W. A. & Bolton M. D., 159–172

Soil matrix suction: some examples of its measurement and application in geotechnical engineering. Ridley A. M., Dineen K., Burland J. B. & Vaughan P. R., 241–253

Characteristics of stress waves recorded in small-scale field blast tests on a layered rock–soil site. Wu C., Hao H., Lu Y. & Zhou Y., 587–599

Effects of long-term pre-loading on the performance of a footing on clay. Lehane B. M. & Jardine R. J., 689–695

Liquefaction

A state-dependent multi-mechanism model for sands. Fang H. L., 407–420

Technical note: A hypothesis for mitigation of risk of liquefaction. Pietruszczak S., Pande G. N. & Oulapour M., 833–838

Model tests

Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. White D. J., Take W. A. & Bolton M. D., 619–631

Experimental study of boundary effects in dynamic centrifuge modelling. Teymur B. & Madabhushi S. P. G., 655–663

Monitoring

Performance of an unsaturated expansive soil slope subjected to artificial rainfall infiltration. Ng C. W. W., Zhan L. T., Bao C. G., Fredlund D. G. & Gong B. W., 143–157

Total suction measurement of unsaturated soils with a device using the chilled-mirror dew-point technique. Leong E. –C., Tripathy S. & Rahardjo H., 173–182

Displacements ahead of an advancing NATM tunnel in the London clay. Van der Berg J. P., Clayton C. R. I. & Powell D. B., 767–784

Numerical modelling and analysis

The influence of partial soil saturation on pile behaviour. Georgiadis K., Potts D. M. & Zdravkovic L., 11–25

Water infiltration into a large-scale in situ experiment in an underground research laboratory. Thomas H. R., Cleall P. J., Chandler N., Dixon

D. & Mitchell H. P., 207–224