Editorial: Géotechnique—moving on. C. R. I. Clayton 1
Response of caisson breakwater subjected to repeated impulsive loading. X. Y. Zhang, F. H. Lee and C. F. Leung 3
Tilt displacement of caisson breakwater due to wave loading. X. Y. Zhang, F. H. Lee and C. F. Leung 17
Numerical modelling of extraction of spudcans. X. X. Zhou, Y. K. Chow and C. F. Leung 29
Rate effects on penetrometer resistance in kaolin. B. M. Lehane, C. D. O'Loughlin, C. Gaudin and M. F. Randolph 41
Service limit state resistance factors for drilled shafts. A. Misra and L. A. Roberts 53
Technical Notes
Field study of construction effects in jacked and driven steel H-piles. L. M. Zhang and H. Wang 63
Hydraulic conductivity of biopolymer-treated silty sand. A. Bouazza, W. P. Gates and P. G. Ranjith 71
Discussion
Variation of suction pressure during caisson installation in sand. M. N. Tran and M. F. Randolph 73
Compaction behaviour of clay. A. Tarantino and E. De Col 75
Erratum 78
Resistance of full-flow penetrometers in rate-dependent and strain-softening clay. H. Zhou and M. F. Randolph 79
A multilaminate framework for modelling induced and inherent anisotropy of soils. H. F. Schweiger, C. Wiltafsky, F. Scharinger and V. Galavi 87
The influence of grouting pressure on the pullout resistance of soil nails in compacted completely decomposed granite fill. J.-H. Yin, L.-J. Su, R. W. M. Cheung, Y.-K. Shiu and C. Tang 103
The undrained capacity of skirted strip foundations under combined loading. M. F. Bransby and G.-J. Yun 115
A continuum-based model for analysis of laterally loaded piles in layered soils. D. Basu, R. Salgado and M. Prezzi 127
Technical Notes
The miniature wireless data-logger for pressure measurements in geotechnical applications. J. L. Brown, V. Sivakumar, J. D. McKinley, N. Harmon and K. McDonald 141
Graphical representation of constitutive equations. G. Gudehus and D. Mašín 147
Discussion
Physical characteristics of subglacial tills. B. G. Clarke, D. B. Hughes and S. Hashemi 153
Géotechnique reviewers 156
Editorial. B. G. Clarke 157
THM-coupled finite element analysis of frozen soil: formulation and application. S. Nishimura, A. Gens, S. Olivella and R. J. Jardine 159
Modelling of cryogenic processes in permafrost and seasonally frozen soils. H. R. Thomas, P. Cleall, Y.-C. Li, C. Harris and M. Kern-Luetschg 173
Modelling the thermomechanical volume change behaviour of compacted expansive clays. A.-M. Tang and Y.-J. Cui 185
Explaining thermal failure in saturated clays. T. Hueckel, B. François and L. Laloui 197
A new approach for assessing geothermal response to climate change in permafrost regions. S. Nishimura, C. J. Martin, R. J. Jardine and C. H. Fenton 213
Energy from earth-coupled structures, foundations, tunnels and sewers. D. Adam and R. Markiewicz 229
Energy pile test at Lambeth College, London: geotechnical and thermodynamic aspects of pile response to heat cycles. P. J. Bourne-Webb, B. Amatya, K. Soga, T. Amis, C. Davidson and P. Payne 237
Aquifer thermal energy storage: theoretical and operational analysis. J. S. Dickinson, N. Buik, M. C. Matthews and A. Snijders 249
Ground energy systems: from analysis to geotechnical design. M. Preene and W. Powrie 261
Technical Notes
Thermomechanical model for saturated clays. H. M. Abuel-Naga, D. T. Bergado, A. Bouazza and M. Pender 273
Inclusion of higher-temperature effects in a soil behaviour model. H. R. Thomas, S. Siddiqua and S. C. Seetharam 279
Fractal analysis of temperature-induced cracking in clays and rocks. L. E. Vallejo 283
Use of energy piles in a residential building, and effects on ground temperature and heat pump efficiency. C. J. Wood, H. Liu and S. B. Riffat 287
Editorial. B. G. Clarke 291
Thermo-hydraulic characterisation of soft rock by means of heating pulse tests. J. J. Muñoz, E. E. Alonso and A. Lloret 293
Bentonite THM behaviour at high temperatures: experimental and numerical analysis. M. Åkesson, A. C. Jacinto, C. Gatabin, M. Sanchez and A. Ledesma 307
Investigating the time-dependent behaviour of Boom clay under thermomechanical loading. Y.-J. Cui, T. T. Le, A. M. Tang, P. Delage and X. L. Li 319
Assessing the impact of quartz content on the prediction of soil thermal conductivity. V. R. Tarnawski, T. Momose and W. H. Leong. 331
Experimental investigation of thermo-hydro-mechanical behaviour of an unsaturated silt. A. Uchaipichat and N. Khalili 339
Solar heating of the soil and evaporation from a soil surface. G. Blight 355
Measured and simulated heat transfer to foundation soils. H. R. Thomas and S. W. Rees 365
A full-scale in situ heating test for high-level nuclear waste disposal: observations, analysis and interpretation. A. Gens, M. Sánchez, L. Do N. Guimarães, E. E. Alonso, A. Lloret, S. Olivella, M. V. Villar and F. Huertas 377
The coupled thermal-hydraulic-mechanical behaviour of a large-scale in situ heating experiment. H. R. Thomas, P. J. Cleall, D. Dixon and H. P. Mitchell 401
The mechanical behaviour of an unsaturated compacted silty clay. A. Jotisankasa, M. Coop and A. Ridley 415
The Stokoe resonant column apparatus: effects of stiffness, mass and specimen fixity. C. R. I. Clayton, J. A. Priest, M. Bui, A. Zervos and S. G. Kim 429
Consolidation analysis of a stratified soil with vertical and horizontal drainage using the spectral method. R. Walker and B. Indraratna 439
UH model: three-dimensional unified hardening model for overconsolidated clays. Y.-P. Yao, W. Hou and A.-N. Zhou 451
Technical Notes
Effect of relative density on plate loading tests on fibre-reinforced sand. N. C. Consoli, M. D. T. Casagrande, A. Thomé, F. Dalla Rosa and M. Fahey 471
Particle breakage during cyclic triaxial loading of a carbonate sand. S. Donohue, C. O'Sullivan and M. Long 477
Undrained shear strength of soils under flow deformation. Y. Tsukamoto, K. Ishihara and T. Kamata 483
The strength of unstabilised rammed earth materials. P. A. Jaquin, C. E. Augarde, D. Gallipoli and D. G. Toll 487
Obituary
Ralph B. Peck 491
A method of estimating the form of coarse particulates. C. R. I. Clayton, C. O. R. Abbireddy and R. Schiebel 493
A method of estimating the form of fine particulates. C. O. R. Abbireddy, C. R. I. Clayton and V. A. I. Huvenne 503
Hydro-mechanical modelling of landslides with a material instability criterion. S. Lignon, F. Laouafa, F. Prunier, H. D. V. Khoa and F. Darve 513
Experimental study of uplift resistance of shallow skirted foundations in clay under transient and sustained concentric loading. S. Gourvenec, H. E. Acosta-Martinez and M. F. Randolph 525
Technical Notes
Shear viscosity of clays using the fall cone test. S. P. Mahajan and M. Budhu 539
Use of a genetic algorithm to perform reliability analysis of unsaturated soil slopes. K. Gavin and J. Xue 545
Darcy's law and the differential equation of motion. J. J. Nader 551
Coefficient of consolidation by plotting velocity against displacement. J. D. McKinley and V. Sivakumar 553
Book review 559
British PhD Theses: 2008 561
Obituary
Robert Gibson 567
Influence of axial load on lateral pile response in liquefiable soils. Part I: physical modeling. J. A. Knappett and S. P. G. Madabhushi 571
Influence of axial load on lateral pile response in liquefiable soils. Part II: numerical modeling. J. A. Knappett and S. P. G. Madabhushi 583
Design of laterally loaded piles in clays based on cone penetration test data: a reliability-based approach. S. Haldar and G. L. Sivakumar Babu 593
Measurement depth of vibratory roller-measured soil stiffness. R. V. Rinehart and M. A. Mooney 609
Experimental measurements of the global anisotropic elastic behaviour of dry Hostun sand during triaxial tests, and effect of sample preparation. A. Ezaoui and H. Di Benedetto 621
Technical Notes
Comparison of vacuum consolidation with surcharge load induced consolidation of a two-layer system. J.-C. Chai, K. Matsunaga, A. Sakai and S. Hayashi 637
Influence of particle breakage on the resilient modulus of railway ballast. B. Indraratna, J. S. Vinod and J. Lackenby 643
Book review 647
Ring shear tests to evaluate strength parameters in various remoulded soils. H. Toyota, K. Nakamura, M. Sugimoto and N. Sakai 649
Theoretical description of embankment erosion owing to overflow. K. Fujisawa, A. Kobayashi and S. Aoyama 661
A predictive framework for liquefaction instability. J. E. Andrade 673
A graphical method for producing yield surfaces for soils. H. W. Chandler and C. M. Sands 683
Closed-form solution for plastic zone formation around a circular tunnel in half-space obeying Mohr–Coulomb criterion. S. A. Massinas and M. G. Sakellariou 691
Lateral oedometer testing of anisotropic clay as affected by surface roughness. A. Rohe, L. F. Gareau and F. Molenkamp 703
Technical Note
Parameters that influence the pressure filtration characteristics of bentonite grouts. A. Bezuijen, M. P. M. Sanders and D. Den Hamer 717
Discussion
Geotechnics: The next 60 years. B. Simpson and F. Tatsuoka 723
Book review 725
Erratum 726
On the behaviour of Thanet Sand: an example of an uncemented natural sand. K. Ventouras and M. R. Coop 727
Post-liquefaction undrained monotonic behaviour of sands: experiments and DEM simulations. T. G. Sitharam, J. S. Vinod and B. V. Ravishankar 739
A water retention model for deformable soils. A. Tarantino 751
Dynamic centrifuge model tests on asphalt-concrete core dams. M. H. Baziar, Sh. Salemi and C. M. Merrifield 763
Technical Notes
Macro-void structure and permeability of Auckland residual clay. M. J. Pender, N. Kikkawa and P. Liu 773
A clustered overlapping sphere algorithm to represent real particles in discrete element modelling. X. Garcia, J.-P. Latham, J. Xiang and J. P. Harrison 779
Discussion
The founders of Géotechnique. J. B. Burland 785
Contributions to Géotechnique 1948–2008: Dynamics. R. Lancellota and J. W. Pappin 789
Book reviews 793
Obituaries
Jachen Huder 795
William Robert Dearman 797
Numerical investigations into cycling of full-flow penetrometers in soft clay. H. Zhou and M. F. Randolph 801
A new method of measuring plastic limit of fine materials. V. Sivakumar, D. Glynn, P. Cairns and J. A. Black 813
An assessment of earth pressure coefficient in overconsolidated clays. V. Sivakumar, T. Navaneethan, D. Hughes and G. Gallagher 825
Three-dimensional stability of slopes and excavations. R. L. Michalowski and A. Drescher 839
Technical Notes
Improved expressions for field values of compaction test parameters. S. K. Shukla, N. Sivakugan, M. Gandhi and M. K. Ahmad 851
Undrained collapse of a shallow plane-strain trapdoor. C. M. Martin 855
Obituary
Victor Froilano Bachmann de Mello 865
Contents of volume 59 867
Index to volume 59 870
