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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

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

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

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

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

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

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

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

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

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

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

Parameters that influence the pressure filtration characteristics of bentonite grouts.    A. Bezuijen, M. P. M. Sanders and D. Den Hamer 717

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

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

The founders of Géotechnique.    J. B. Burland 785

Contributions to Géotechnique 1948–2008: Dynamics.    R. Lancellota and J. W. Pappin 789

Book reviews 793

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

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

Victor Froilano Bachmann de Mello 865

Contents of volume 59 867

Index to volume 59 870

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