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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, 455–537; No. 6, 533–609; No. 7, 611–688; No. 8, 689–766; No. 9, 767–844; No. 10, 845–914

Data & Figures

Editorial. H. R. Thomas1
Instabilities on moraine slopes induced by loss of suction: a case history S. M. Springman, C. Jommi and P. Teysseire3
The influence of partial soil saturation on pile behaviour. K. Georgiadis, D. M. Potts and L. Zdravkovic11
Mechanical behaviour of heavily compacted bentonite under high suction changes. A. Lloret, M. V. Villar, M. Sànchez, A. Gens, X. Pintado and E. E. Alonso27
Coupling of hydraulic hysteresis and stress–strain behaviour in unsaturated soils. S. J. Wheeler, R. S. Sharma M. S. R. Buisson41
The vadose zone soil-water balance and transpiration rates of vegetation. G. E. Blight55
Suction effects on a compacted clay under non-isothermal conditions. E. Romero, A. Gens and A. Lloret65
Retention and transport of a hydrocarbon in a silt. Y. J. Cui, P. Delage and P. Alzoghbi83
Critical-state parameters for an unsaturated residual sandy clay. D. G. Toll and B. H. Ong93
Modelling the variation of degree of saturation in a deformable unsaturated soil. D. Gallipoli, S. J. Wheeler and M. Karstunen105
Elastic-plastic modelling of unsaturated soil using results from a new triaxial test with controlled suction. J. A. Blatz and J. Graham113
An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour. D. Gallipoli, A. Gens, R. Sharma and J. Vaunat123
Technical note
Calibration of tensiometer for direct measurement of matric suction. A. Tarantino and L. Mongiovì137
Performance of an unsaturated expansive soil slope subjected to artificial rainfall infiltration. C. W. W. Ng, L. T. Zhan, C. G. Bao, D. G. Fredlund and B. W. Gong143
Tensiometer saturation and the reliable measurement of soil suction. W. A. Take and M. D. Bolton159
Total suction measurement of unsaturated soils with a device using the chilled-mirror dew-point technique. E.-C. Leong, S. Tripathy and H. Rahardjo173
The mechanical behaviour of a reconstituted unsaturated silty clay. M. R. Cunningham, A. M. Ridley, K. Dineen and J. B. Burland183
Micromechanical considerations of unsaturated pyramidal packing. F. Molenkamp and A. H. Nazemi195
Water infiltration into a large-scale in situ experiment in an underground research laboratory. H. R. Thomas, P. J. Cleall, N. Chandler, D. Dixon and H. P. Mitchell207
Patterns and mechanisms of migration of light non-aqueous phase liquid in an unsaturated sand. R. S. Sharma and M. H. A. Mohamed225
Soil matrix suction: some examples of its measurement and application in geotechnical engineering. A. M. Ridley, K. Dineen, J. B. Burland and P. R. Vaughan241
Interactions between two rough spheres, water bridge and water vapour. F. Molenkamp and A. H. Nazemi255
Observations on the behaviour of clay fill containing occluded air bubbles. P. R. Vaughan265
Technical notes
Effective stress in unsaturated soil: a microstructural analysis. X. S. Li273
Assessment of statistical models for indirect determination of permeability functions from soil–water characteristic curves. S. S. Agus, E. C. Leong and T. Schanz279
Shallow flowslides triggered by intense rainfalls on natural slopes covered by loose unsaturated pyroclastic soils. L. Olivares and L. Picarelli283
Suction effects on rockfill compressibility. L. A. Oldecop and E. E. Alonso289
A practical hysteresis model for the soil–water characteristic curve for soils with negligible volume change. H. Q. Pham, D. G. Fredlund and S. L. Barbour293
Editorial. G. T. Houlsby299
Piled rafts in overconsolidated clay: comparison of in situ measurements and numerical analyses. O. Reul and M. F. Randolph301
PSD measurement using the single particle optical sizing (SPOS) method. D. J. White317
Mobilised strength components in brittle failure of rock. V. Hajiabdolmajid, P. Kaiser and C. D. Martin327
Source near-field effects and pulse tests in soil samples. M. Arroyo, D. Muir Wood and P. D. Greening337
Seismic bearing capacity of foundations on slopes. J. Kumar and V. B. K. Mohan Rao347
Technical note
Seismic bearing capacity of rough footings on slopes using limit equilibrium. J. Kumar and N. Kumar361
Discussion
Monitoring sedimentation of a clay slurry. J. Blewett, W. J. McCarter, T. M. Chrisp and G. Starrs370
On the application of the Hiley formula in driving long piles. T. Triantafyllidis373
Generalised framework of limit equilibrium methods for slope stability analysis. D. Y. Zhu, C. F. Lee and H. D. Jiang377
Proposal for a new plasticity chart. E. Polidori397
A state-dependent multi-mechanism model for sands. H. L. Fang407
The middle surface concept and its application to the elasto-plastic behaviour of saturated sands. Y. Yang and K. K. Muraleetharan421
Technical Notes
A simple non-associated three surface kinematic hardening model. G. R. McDowell and K. W. Hau433
Assessment of strength development in cement-admixed high water content clays with Abrams’ law as a basis. S. Horpibulsuk, N. Miura and T. S. Nagaraj439
On the plastic hardening of sand. G. R. McDowell, Y. Nakata and M. Hyodo349
Discussion
Seismic bearing capacity factors for spread foundation. J. Kumar and V. B. K. Mohan Rao445
Soil consolidation associated with grouting during shield tunnelling in soft clayey ground. K. Komiya, K. Soga, H. Agaki, M. R. Jafari and M. D. Bolton447
Swelling pressure of sodium montmorillonites. A. Sridharan and D. Choudhury449
Relationship between K0 and overconsolidation ratio: a theoretical approach. V. Sivakumar, I. G. Doran, J. Graham and T. Navaneethan450
Small-strain stiffness and damping ratio of Pisa clay from surface wave tests S. Foti455
Stability of seismically loaded slopes using limit analysis D. Loukidis, P. Bandini and R. Salgado463
Modelling the osmosis effect on solute migration through porous media M. Manassero and A. Dominijanni481
Isotropic yielding in an artificially cemented soil cured under stress G. V. Rotta, N. C. Consoli, P. D. M. Prietto, M. R. Coop and J. Graham493
Reduction of equipment-generated damping in resonant column measurements J. Meng and G. J. Rix503
Technical note
Undrained bearing capacity factors for conical footings on clay G. T. Houlsby and C. M. Martin513
Discussion
Failure mechanism of the Aznalcóllar Dam, Seville, Spain C. Olalla and V. Cuellar521
Dynamic thermo-poro-mechanical analysis of catastrophic landslides I. Vardoulakis523
Analysis of laterally loaded pile groups using a variational approach W. Y. Shen and C. I. Teh525
Géotechnique Reviewers527
PhD Theses: 2002528
42nd Rankine Lecture: Numerical analysis: a virtual dream or practical reality? D. M. Potts533
Effect of strength non-homogeneity on the shape of failure envelopes for combined loading of strip and circular foundations on clay S. Gourvenec and M. Randolph575
Characteristics of stress waves recorded in small-scale field blast tests on a layered rock–soil site C. Wu, H. Hao, Y. Lu and Y. Zhou587
Technical note
Deviation for Darcy's law observed in one-dimensional consolidation S. Hansbo601
Discussion
A thermomechanical analysis of a family of soil models I. F. Collins and P. A. Kelly606
On the relationship between stress–dilatancy, anisotropy, and plastic dissipation for granular materials I. F. Collins and B. Muhunthan611
Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry D. J. White, W. A. Take and M. D. Bolton619
Discrete element simulation of crushable soil Y. P. Cheng, Y. Nakata and M. D. Bolton633
Estimation of active earth pressure against rigid retaining walls considering arching effects K. H. Paik and R. Salgado643
Experimental study of boundary effects in dynamic centrifuge modelling B. Teymur and S. P. G. Madabhushi655
Technical Notes
In situ sampling of sediment-filled fractures S. J. Kemp, J. M. Pearce and D. Oates665
Residual strength of clays and correlations using Atterberg limits L. D. Wesley669
Determination of the coefficient of consolidation using a least squares method A. H. C. Chan673
Analysis and assessment of sampling disturbance of soft sensitive clays T. S. Nagaraj, N. Miura, S. G. Chung and K. Nagendra Prasad679
Discussion
Three-dimensional modelling of NATM tunnelling in decomposed granite soil J. H. Shin, D. M. Potts and L. Zdravkovic685
Book reviews688
Effects of long-term pre-loading on the performance of a footing on clay B. M. Lehane and R. J. Jardine689
Upper-bound solution for seismic bearing capacity of shallow foundations near slopes F. Askari and O. Farzaneh697
Elastic response of circular footings embedded in a non-homogeneous half-space J. P. Doherty and A. J. Deeks703
Behaviour of calcareous soils in undrained cyclic simple shear X. Mao and M. Fahey715
Modelling of natural soft clay destruction processes using viscoplasticity theory G. Rocchi, M. Fontana and M. Da Prat729
Permeability of a bentonite–crushed granite rock mixture using different experimental techniques C. Mata and A. Ledesma747
Technical note
The two-dimensional consolidation theory of electro-osmosis J. Q. Su and Z. Wang759
Discussion
Strength variation in young reef limestones C. J. Burton, A. C. Waltham and S. J. McLaren764
Displacements ahead of an advancing NATM tunnel in the London clay J. P. Van Der Berg, C. R. I. Clayton and D. B. Powell767
Upper bound limit analysis of circular foundations on clay under general loading M. F. Randolph and A. M. Puzrin785
Cavity expansion in cemented materials: structure degradation effects F. Schnaid and F. M. Mántaras797
A state-dependent elasto-plastic model for saturated and unsaturated soils C. F. Chiu and C. W. W. Ng809
Technical notes
Suction and strength in heavily compressed carbonate sand J. Atkinson and A. Nocilla831
A hypothesis for mitigation of risk of liquefaction S. Pietruszczak, G. N. Pande and M. Oulapour833
Discussion
Suction in compacted states A. Vatsala and B. R. Srinivasa Murthy839
Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay, Parts 1 and 2 V. Sivakumar and S. J. Wheeler842
Erratum844
Introduction for 43rd Rankine Lecture 19 march 2003845
Science and empiricism in pile foundation design M. F. Randolph847
Uplift resistance of buried submarine pipelines: comparison between centrifuge modelling and full-scale tests A. C. Palmer, D. J. White, A. J. Baumgard, M. D. Bolton, A. J. Barefoot, M. Finch, T. Powell, A. S. Faranski and J. A. S. Baldry877
Performance of miniature piezocones in thinly layered soils C. C. Hird, P. Johnson and G. C. Sills885
Evaluation of continuous hyperplastic critical state (CHCS) model I. Einav and A. M. Puzrin901
Technical note
Micromechanics of creep of granular materials G. R. McDowell915
Contents of Volume 53917
Index to Volume 53920

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