INDEX TO GÉOTECHNIQUE VOLUME LIX February, March, April, May, June, August, September, October, November, December 2009 No. 1, 1–78; No. 2, 79–156; No. 3, 157–290; No. 4, 291–413; No. 5, 415–492; No. 6, 493–570; No. 7, 571–467; No. 8, 649–726; No. 9, 727–799; No. 10; 801–878

doi:10.1680/geot.2009.59.10.870

AUTHOR INDEX

Abbireddy C. O. R. see Clayton C. R. I. et al., 493–501

Abbireddy C. O. R., Clayton C. R. I. & Huvenne V. A. I.

A method of estimating the form of fine particulates, 503–511

Abuel-Naga H. M., Bergado D. T., Bouazza A. & Pender M.

Technical note. Thermomechanical model for saturated clays, 273–278

Acosta-Martinez H. E. see Gourvenec S. et al.

Adam D. & Markiewicz R.

Energy from earth-coupled structures, foundations, tunnels and sewers, 229–236

Ahmad K. see Shukla S. K. et al.

Åkesson M., Jacinto A. C., Gatabin C., Sanchez M. & Ledesma A.

Bentonite THM behaviour at high temperatures: experimental and numerical analysis, 307–318

Alonso E. E. see Muñoz J. J. et al.

See also Gens A. et al.

Amatya B. see Bourne-Webb P. J. et al.

Amis T. see Bourne-Webb P. J. et al.

Andrade J. E.

A predictive framework for liquefaction instability, 673–682

Aoyama S. see Fujisawa K. et al.

Augarde C. E. see Jaquin P. A. et al.

Basu D., Salgado R. & Prezzi M.

A continuum-based model for analysis of laterally loaded piles in layered soils, 127–140

Baziar M. H., Salemi Sh. & Merrifield C. M.

Dynamic centrifuge model tests on asphalt-concrete core dams, 763–771

Bergado D. T. see Abuel-Naga H. M. et al.

Bezuijen A., Sanders M. P. M. & Den Hamer D.

Technical note. Parameters that influence the pressure filtration characteristics of bentonite grouts, 717–721

Black J. A. see Sivakumar V. et al., 813–823

Blight G.

Solar heating of the soil and evaporation from a soil surface, 355–363

Bouazza A. see Abuel-Naga H. M. et al.

Bouazza A., Gates W. P. & Ranjith P. G.

Technical note. Hydraulic conductivity of biopolymer-treated silty sand, 71–72

Bourne-Webb P. J., Amatya B., Soga K., Amis T., Davidson C. & Payne P.

Energy pile test at Lambeth College, London: geotechnical and thermodynamic aspects of pile response to heat cycles, 237–248

Bransby M. F. & Yun G.-J.

The undrained capacity of skirted strip foundations under combined loading, 115–125

Brown J. L., Sivakumar V., McKinley J. D., Harmon N. & McDonald K.

Technical note. The miniature wireless data-logger for pressure measurements in geotechnical applications, 141–146

Budhu M. see Mahajan S. P. & Budhu M.

Bui M. see Clayton C. R. I. et al., 429–437

Buik N. see Dickinson J. S. et al.

Burland J. B.

Discussion. The founders of Géotechnique, 785–788

Cairns P. see Sivakumar V. et al., 813–823

Casagrande M. D. T. see Consoli N. C. et al.

Chai J.-C., Matsunaga K., Sakai A. & Hayashi S.

Technical note. Comparison of vacuum consolidation with surcharge load induced consolidation of a two-layer system, 637–641

Chandler H. W. & Sands C. M.

A graphical method for producing yield surfaces for soils, 683–690

Cheung R. W. M. see Yin J.-H. et al.

Chow Y. K. see Zhou X. X. et al.

Clarke B. G.

Editorial, 157

Editorial, 291

Clarke B. G., Hughes D. B. & Hashemi S.

Discussion. Physical characteristics of subglacial tills, 153–155

Clayton C. R. I.

Editorial: Géotechnique—moving on, 1

See also Abbireddy C. O. R. et al.

Clayton C. R. I., Abbireddy C. O. R. & Schiebel R.

A method of estimating the form of coarse particulates, 493–501

Clayton C. R. I., Priest J. A., Bui M., Zervos A. & Kim S. G.

The Stokoe resonant column apparatus: effects of stiffness, mass and specimen fixity, 429–437

Cleall P. see Thomas H. R. et al., 173–184

Cleall P. J. see Thomas H. R. et al., 401–413

Consoli N. C., Casagrande M. D. T., Thomé A., Dalla Rosa F. & Fahey M.

Technical note. Effect of relative density on plate loading tests on fibre-reinforced sand, 471–476

Coop M. see Jotisankasa A. et al.

Coop M. R. see Ventouras K. & Coop M. R.

Cui Y.-J. see Tang A.-M. & Cui Y.-J.

Cui Y.-J., Le T. T., Tang A. M., Delage P. & Li X. L.

Investigating the time-dependent behaviour of Boom clay under thermomechanical loading, 319–329

Dalla Rosa F. see Consoli N. C. et al.

Darve F. see Lignon S. et al.

Davidson C. see Bourne-Webb P. J. et al.

De Col E. see Tarantino A. & De Col E.

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

Den Hamer D. see Bezuijen A. et al.

Di Benedetto H. see Ezaoui A. & Di Benedetto H.

Dickinson J. S., Buik N., Matthews M. C. & Snijders A.

Aquifer thermal energy storage: theoretical and operational analysis, 249–260

Dixon D. see Thomas H. R. et al., 401–413

Donohue S., O'Sullivan C. & Long M.

Technical note. Particle breakage during cyclic triaxial loading of a carbonate sand, 477–482

Drescher A. see Michalowski R. L. & Drescher A.

Ezaoui A. & Di Benedetto H.

Experimental measurements of the global anisotropic elastic behaviour of dry Hostun sand during triaxial tests, and effect of sample preparation, 621–635

Fahey M. see Consoli N. C. et al.

François B. see Hueckel T. et al.

Fenton C. H. see Nishimura S. et al., 213–227

Fujisawa K., Kobayashi A. & Aoyama S.

Theoretical description of embankment erosion owing to overflow, 661–671

Galavi V. see Schweiger H. F. et al.

Gallagher G. see Sivakumar V. et al., 825–838

Gallipoli D. see Jaquin P. A. et al.

Gandhi M. see Shukla S. K. et al.

Garcia X., Latham J.-P., Xiang J. & Harrison J. P.

Technical note. A clustered overlapping sphere algorithm to represent real particles in discrete element modeling, 779–784

Gareau L. F. see Rohe A. et al.

Gatabin C. see Åkesson M. et al.

Gates W. P. see Bouazza A. et al.

Gaudin C. see Lehane B. M. et al.

Gavin K. & Xue J.

Technical note. Use of a genetic algorithm to perform reliability analysis of unsaturated soil slopes, 545–549

Gens A. see Nishimura S. et al. , 159–171

Gens A., Sánchez M., Guimarães L. Do N., Alonso E. E., Lloret A., Olivella S., Villar M. V. & Huertas F.

A full-scale in situ heating test for high-level nuclear waste disposal: observations, analysis and interpretation, 377–399

Glynn D. see Sivakumar V. et al., 813–823

Gourvenec S., Acosta-Martinez H. E. & Randolph M. F.

Experimental study of uplift resistance of shallow skirted foundations in clay under transient and sustained concentric loading, 525–537

Gudehus G. & Mašín D.

Technical note. Graphical representation of constitutive equations, 147–151

Guimarães L. Do N. see Gens A. et al.

Haldar S. & Sivakumar Babu G. L.

Design of laterally loaded piles in clays based on cone penetration test data: a reliability-based approach, 593–607

Harmon N. see Brown J. L. et al.

Harris C. see Thomas H. R. et al., 173–184

Harrison J. P. see Garcia X. et al.

Hashemi S. see Clarke B. G. et al.

Hayashi S. see Chai J.-C. et al.

Hou W. see Yao Y.-P. et al.

Hueckel T., François B. & Laloui L.

Explaining thermal failure in saturated clays, 197–212

Huertas F. see Gens A. et al.

Hughes D. see Sivakumar V. et al., 825–838

Hughes D. B. see Clarke B. G. et al.

Huvenne V. A. I. see Abbireddy C. O. R. et al.

Indraratna B. see Walker R. & Indraratna B.

Indraratna B., Vinod J. S. & Lackenby J.

Technical note. Influence of particle breakage on the resilient modulus of railway ballast, 643–646

Ishihara K. see Tsukamoto Y. et al.

Jacinto A. C. see Åkesson M. et al.

Jaquin P. A., Augarde C. E., Gallipoli D. & Toll D. G.

Technical note. The strength of unstabilised rammed earth materials, 487–490

Jardine R. J. see Nishimura S. et al., 159–171, 213–227

Jotisankasa A., Coop M. & Ridley A.

The mechanical behaviour of an unsaturated compacted silty clay, 415–428

Kamata T. see Tsukamoto Y. et al.

Kern-Leutschg M. see Thomas H. R. et al., 173–184

Khalili N. see Uchaipichat A. & Khalili N.

Khoa H. D. V. see Lignon S. et al.

Kikkawa N. see Pender M. J et al.

Kim S. G. see Clayton C. R. I. et al., 429–437

Knappett J. A. & Madabhushi S. P. G.

Influence of axial load on lateral pile response in liquefiable soils. Part I: physical modeling, 571–581

Influence of axial load on lateral pile response in liquefiable soils. Part II: numerical modeling, 583–592

Kobayashi A. see Fujisawa K. et al.

Lackenby J. see Indraratna B. et al.

Laloui L. see Hueckel T. et al.

Lancellota R. & Pappin J. W.

Discussion. Contributions to Géotechnique 1948–2008: Dynamics, 789–791

Laouafa F. see Lignon S. et al.

Latham J.-P. see Garcia X. et al.

Le T. T. see Cui Y.-J. et al.

Ledesma A. see Åkesson M. et al.

Lee H. F. see Zhang X. Y. et al.

Lehane B. M., O'Loughlin C. D., Gaudin C. & Randolph M. F.

Rate effects on penetrometer resistance in kaolin, 41–52

Leong W. H. see Tarnawski V. R. et al.

Leung C. F. see Zhang X. Y. et al.

See also Zhou X. X. et al.

Li X. L. see Cui Y.-J. et al.

Li Y.-C. see Thomas H. R. et al., 173–184

Lignon S., Laouafa F., Prunier F., Khoa H. D. V. & Darve F.

Hydro-mechanical modelling of landslides with a material instability criterion, 513–524

Liu H. see Wood C. J. et al.

Liu P. see Pender M. J et al.

Lloret A. see Muñoz J. J. et al.

See also Gens A. et al.

Long M. see Donohue S. et al.

Madabhushi S. P. G. see Knappett J. A. & Madabhushi S. P. G.

Mahajan S. P. & Budhu M.

Technical note. Shear viscosity of clays using the fall cone test, 539–543

Markiewicz R. see Adam D. & Markiewicz R.

Martin C. J. see Nishimura S. et al., 213–227

Martin C. M.

Technical note. Undrained collapse of a shallow plane-strain trapdoor, 855–863

Mašín D. see Gudehus G. & Mašín D.

Massinas S. A. & Sakellariou M. G.

Closed-form solution for plastic zone formation around a circular tunnel in half-space obeying Mohr–Coulomb criterion, 691–701

Matsunaga K. see Chai J.-C. et al.

Matthews M. C. see Dickinson J. S. et al.

McDonald K. see Brown J. L. et al.

McKinley J. D. see Brown J. L. et al.

McKinley J. D. & Sivakumar V.

Technical note. Coefficient of consolidation by plotting velocity against displacement, 553–557

Merrifield C. M. see Baziar M. H. et al.

Michalowski R. L. & Drescher A.

Three-dimensional stability of slopes and excavations, 839–849

Misra A. & Roberts L. A.

Service limit state resistance factors for drilled shafts, 53–61

Mitchell H. P. see Thomas H. R. et al., 401–413

Molenkamp F. see Rohe A. et al.

Momose T. see Tarnawski V. R. et al.

Mooney M. A. see Rinehart R. V. & Mooney M. A.

Muñoz J. J., Alonso E. E. & Lloret A.

Thermo-hydraulic characterisation of soft rock by means of heating pulse tests, 293–306

Nader J. J.

Technical note. Darcy's law and the differential equation of motion, 551–552

Nakamura K. see Toyota H. et al.

Navaneethan T. see Sivakumar V. et al., 825–838

Nishimura S., Gens A., Olivella S. & Jardine R. J.

THM-coupled finite element analysis of frozen soil: formulation and application, 159–171

Nishimura S., Martin C. J., Jardine R. J. & Fenton C. H.

A new approach for assessing geothermal response to climate change in permafrost regions, 213–227

O'Loughlin C. D. see Lehane B. M. et al.

Olivella S. see Nishimura S. et al., 159–171

See also Gens A. et al.

O'Sullivan C. see Donohue S. et al.

Pappin J. W. see Lancellota R. & Pappin J. W.

Payne P. see Bourne-Webb P. J. et al.

Pender M. see Abuel-Naga H. M. et al.

Pender M. J, Kikkawa N. & Liu P.

Technical note. Macro-void structure and permeability of Auckland residual clay, 773–778

Powrie W. see Preene M. & Powrie W.

Preene M. & Powrie W.

Ground energy systems: from analysis to geotechnical design, 261–271

Prezzi M. see Basu D. et al.

Priest J. A. see Clayton C. R. I. et al., 429–437

Prunier F. see Lignon S. et al.

Randolph M. F. see Gourvenec S. et al.

See also Lehane B. M. et al.

See also Tran M. N. & Randolph M. F.

See also Zhou H. & Randolph M. F., 79–86, 801–812

Ranjith P. G. see Bouazza A. et al.

Ravishankar B. V. see Sitharam T. G. et al.

Rees S. W. see Thomas H. R. & Rees S. W.

Ridley A. see Jotisankasa A. et al.

Riffat S. B. see Wood C. J. et al.

Rinehart R. V. & Mooney M. A.

Measurement depth of vibratory roller-measured soil stiffness, 609–619

Roberts L. A. see Misra A. & Roberts L. A.

Rohe A., Gareau L. F. & Molenkamp F.

Lateral oedometer testing of anisotropic clay as affected by surface roughness, 703–715

Sakai A. see Chai J.-C. et al.

Sakai N. see Toyota H. et al.

Sakellariou M. G. see Massinas S. A. & Sakellariou M. G.

Salemi Sh. see Baziar M. H. et al.

Salgado R. see Basu D. et al.

Sanchez M. see Åkesson M. et al.

Sánchez M. see Gens A. et al.

Sands C. M. see Chandler H. W. & Sands C. M.

Sanders M. P. M. see Bezuijen A. et al.

Scharinger F. see Schweiger H. F. et al.

Schiebel R. see Clayton C. R. I. et al., 493–501

Schweiger H. F., Wiltafsky C., Scharinger F. & Galavi V.

A multilaminate framework for modelling induced and inherent anisotropy of soils, 87–101

Seetharam S. C. see Thomas H. R. et al., 279–282

Shiu Y.–K. see Yin J.-H. et al.

Shukla S. K., Sivakugan N., Gandhi M. & M. Ahmad K.

Technical note. Improved expressions for field values of compaction test parameters, 851–853

Siddiqua S. see Thomas H. R. et al., 279–282

Simpson B. & Tatsuoka F.

Discussion. Geotechnics: The next 60 years, 723–724

Sitharam T. G., Vinod J. S. & Ravishankar B. V.

Post-liquefaction undrained monotonic behaviour of sands: experiments and DEM simulations, 739–749

Sivakugan N. see Shukla S. K. et al.

Sivakumar V. see Brown J. L. et al.

See also McKinley J. D. & Sivakumar V.

Sivakumar V., Glynn D., Cairns P. & Black J. A.

A new method of measuring plastic limit of fine materials, 813–823

Sivakumar V., Navaneethan T., Hughes D. & Gallagher G.

An assessment of earth pressure coefficient in overconsolidated clays, 825–838

Sivakumar Babu G. L. see Haldar S. & Sivakumar Babu G. L.

Snijders A. see Dickinson J. S. et al.

Soga K. see Bourne-Webb P. J. et al.

Su L.-J. see Yin J.-H. et al.

Sugimoto M. see Toyota H. et al.

Tang A. M. see Cui Y.-J. et al.

Tang A.-M. & Cui Y.-J.

Modelling the thermomechanical volume change behaviour of compacted expansive clays, 185–195

Tang C. see Yin J.-H. et al.

Tarantino A.

A water retention model for deformable soils, 751–762

Tarantino A. & De Col E.

Discussion. Compaction behaviour of clay, 75–77

Tarnawski V. R., Momose T. & Leong W. H.

Assessing the impact of quartz content on the prediction of soil thermal conductivity, 331–338

Tatsuoka F. see Simpson B. & Tatsuoka F.

Thomas H. R. & Rees S. W.

Measured and simulated heat transfer to foundation soils, 365–375

Thomas H. R., Cleall P., Li Y.-C., Harris C. & Kern-Luetschg M.

Modelling of cryogenic processes in permafrost and seasonally frozen soils, 173–184

Thomas H. R., Cleall P. J., Dixon D. & Mitchell H. P.

The coupled thermal-hydraulic-mechanical behaviour of a large-scale in situ heating experiment, 401–413

Thomas H. R., Siddiqua S. & Seetharam S. C.

Technical note. Inclusion of higher-temperature effects in a soil behaviour model, 279–282

Thomé A. see Consoli N. C. et al.

Toll D. G. see Jaquin P. A. et al.

Toyota H., Nakamura K., Sugimoto M. & Sakai N.

Ring shear tests to evaluate strength parameters in various remoulded soils, 649–659

Tran M. N. & Randolph M. F.

Discussion. Variation of suction pressure during caisson installation in sand, 73–74

Tsukamoto Y., Ishihara K. & Kamata T.

Technical note. Undrained shear strength of soils under flow deformation, 483–486

Uchaipichat A. & Khalili N.

Experimental investigation of thermo-hydro-mechanical behaviour of an unsaturated silt, 339–353

Vallejo L. E.

Technical note. Fractal analysis of temperature-induced cracking in clays and rocks, 283–286

Ventouras K. & Coop M. R.

On the behaviour of Thanet Sand: an example of an uncemented natural sand, 727–738

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

Vinod J. S. see Indraratna B. et al.

See also Sitharam T. G. et al.

Walker R. & Indraratna B.

Consolidation analysis of a stratified soil with vertical and horizontal drainage using the spectral method, 439–449

Wang H. see Zhang L. M. & Wang H.

Wiltafsky C. see Schweiger H. F. et al.

Wood C. J., Liu H. & Riffat S. B.

Technical note. Use of energy piles in a residential building, and effects on ground temperature and heat pump efficiency, 287–190

Xiang J. see Garcia X. et al.

Xue J. see Gavin K. & Xue J.

Yao Y.-P., Hou W. & Zhou A.-N.

UH model: three-dimensional unified hardening model for overconsolidated clays, 451–469

Yin J.-H., Su L.-J., Cheung R. W. M., Shiu Y.-K. & Tang C.

The influence of grouting pressure on the pullout resistance of soil nails in compacted completely decomposed granite fill, 103–113

Yun G.-J. see Bransby M. F. & Yun G.-J.

Zhang L. M. & Wang H.

Technical note. Field study of construction effects in jacked and driven steel H-piles, 63–69

Zhang X. Y., Lee F. H. & Leung C. F.

Response of caisson breakwater subjected to repeated impulsive loading, 3–16

Tilt displacement of caisson breakwater due to wave loading, 17–27

Zervos A. see Clayton C. R. I. et al., 429–437

Zhou A.-N. see Yao Y.-P. et al.

Zhou H. & Randolph M. F.

Resistance of full-flow penetrometers in rate-dependent and strain-softening clay, 79–86

Numerical investigations into cycling of full-flow penetrometers in soft clay, 801–812

Zhou X. X., Chow Y. K. & Leung C. F.

Numerical modelling of extraction of spudcans, 29–39

SUBJECT INDEX

Anchors

Energy from earth-coupled structures, foundations, tunnels and sewers. Adam D. & Markiewicz R., 229–236

Technical note. Undrained collapse of a shallow plane-strain trapdoor. Martin C. M., 855–863

Anisotropy

A multilaminate framework for modelling induced and inherent anisotropy of soils. Schweiger H. F., Wiltafsky C., Scharinger F. & Galavi V., 87–101

Experimental measurements of the global anisotropic elastic behaviour of dry Hostun sand during triaxial tests, and effect of sample preparation. Ezaoui A. & Di Benedetto H., 621–635

A graphical method for producing yield surfaces for soils. Chandler H. W. & Sands C. M., 683–690

Lateral oedometer testing of anisotropic clay as affected by surface roughness. Rohe A., Gareau L. F. & Molenkamp F., 703–715

On the behaviour of Thanet Sand: an example of an uncemented natural sand. Ventouras K. & Coop M. R., 727–738

An assessment of earth pressure coefficient in overconsolidated clays. Sivakumar V., Navaneethan T., Hughes D. & Gallagher G., 825–838

Bearing capacity

Energy pile test at Lambeth College, London: geotechnical and thermodynamic aspects of pile response to heat cycles. Bourne-Webb P. J., Amatya B., Soga K., Amis T., Davidson C. & Payne P., 237–248

Technical note. Effect of relative density on plate loading tests on fibre-reinforced sand. Consoli N. C., Casagrande M. D. T., Thomé A., Dalla Rosa F. & Fahey M., 471–476

Experimental study of uplift resistance of shallow skirted foundations in clay under transient and sustained concentric loading. Gourvenec S., Acosta-Martinez H. E. & Randolph M. F., 525–537

Buried structures

Numerical modelling of extraction of spudcans. Zhou X. X., Chow Y. K. & Leung C. F., 29–39

Technical note. Undrained collapse of a shallow plane-strain trapdoor. Martin C. M., 855–863

Calcareous soils

Technical note. Particle breakage during cyclic triaxial loading of a carbonate sand. Donohue S., O'Sullivan C. & Long M., 477–482

Centrifuge modelling

Response of caisson breakwater subjected to repeated impulsive loading. Zhang X. Y., Lee F. H. & Leung C. F., 3–16

Tilt displacement of caisson breakwater due to wave loading. Zhang X. Y., Lee F. H. & Leung C. F., 17–27

Technical note. The miniature wireless data-logger for pressure measurements in geotechnical applications. Brown J. L., Sivakumar V., McKinley J. D., Harmon N. & McDonald K., 141–146

Influence of axial load on lateral pile response in liquefiable soils. Part I: physical modeling. Knappett J. A. & Madabhushi S. P. G., 571–581

Dynamic centrifuge model tests on asphalt-concrete core dams. Baziar M. H., Salemi Sh. & Merrifield C. M., 763–771

Clays

Numerical modelling of extraction of spudcans. Zhou X. X., Chow Y. K. & Leung C. F., 29–39

Rate effects on penetrometer resistance in kaolin. Lehane B. M., O'Loughlin C. D., Gaudin C. & Randolph M. F., 41–52

Resistance of full-flow penetrometers in rate-dependent and strain-softening clay. Zhou H. & Randolph M. F., 79–86

Explaining thermal failure in saturated clays. Hueckel T., François B. & Laloui L., 197–212

Technical note. Thermomechanical model for saturated clays. Abuel-Naga H. M., Bergado D. T., Bouazza A. & Pender M., 273–278

Technical note. Fractal analysis of temperature-induced cracking in clays and rocks. Vallejo L. E., 283–286

Bentonite THM behaviour at high temperatures: experimental and numerical analysis. Åkesson M., Jacinto A. C., Gatabin C., Sanchez M. & Ledesma A., 307–318

Investigating the time-dependent behaviour of Boom clay under thermomechanical loading. Cui Y.-J., Le T. T., Tang A. M., Delage P. & Li X. L., 319–329

Consolidation analysis of a stratified soil with vertical and horizontal drainage using the spectral method. Walker R. & Indraratna B., 439–449

UH model: three-dimensional unified hardening model for overconsolidated clays. Yao Y.-P., Hou W. & Zhou A.-N., 451–469

Technical note. Shear viscosity of clays using the fall cone test. Mahajan S. P. & Budhu M., 539–543

Technical note. Coefficient of consolidation by plotting velocity against displacement. McKinley J. D. & Sivakumar V., 553–557

Design of laterally loaded piles in clays based on cone penetration test data: a reliability-based approach. Haldar S. & Sivakumar Babu G. L., 593–607

Ring shear tests to evaluate strength parameters in various remoulded soils. Toyota H., Nakamura K., Sugimoto M. & Sakai N., 649–659

Lateral oedometer testing of anisotropic clay as affected by surface roughness. Rohe A., Gareau L. F. & Molenkamp F., 703–715

Numerical investigations into cycling of full-flow penetrometers in soft clay. Zhou H. & Randolph M. F., 801–812

A new method of measuring plastic limit of fine materials. Sivakumar V., Glynn D., Cairns P. & Black J. A., 813–823

Technical note. Undrained collapse of a shallow plane-strain trapdoor. Martin C. M., 855–863

Collapsed settlement

The mechanical behaviour of an unsaturated compacted silty clay. Jotisankasa A., Coop M. & Ridley A., 415–428

Compaction

The mechanical behaviour of an unsaturated compacted silty clay. Jotisankasa A., Coop M. & Ridley A., 415–428

Technical note. The strength of unstabilised rammed earth materials. Jaquin P. A., Augarde C. E., Gallipoli D. & Toll D. G., 487–490

Measurement depth of vibratory roller-measured soil stiffness. Rinehart R. V. & Mooney M. A., 609–619

Technical note. Improved expressions for field values of compaction test parameters. Shukla S. K., Sivakugan N., Gandhi M. & M. Ahmad K., 851–853

Compressibility

Modelling the thermomechanical volume change behaviour of compacted expansive clays. Tang A.-M. & Cui Y.-J., 185–195

Consolidation

Rate effects on penetrometer resistance in kaolin. Lehane B. M., O'Loughlin C. D., Gaudin C. & Randolph M. F., 41–52

Consolidation analysis of a stratified soil with vertical and horizontal drainage using the spectral method. Walker R. & Indraratna B., 439–449

Technical note. Coefficient of consolidation by plotting velocity against displacement. McKinley J. D. & Sivakumar V., 553–557

Technical note. Comparison of vacuum consolidation with surcharge load induced consolidation of a two-layer system. Chai J.-C., Matsunaga K., Sakai A. & Hayashi S., 637–641

Technical note. Macro-void structure and permeability of Auckland residual clay. Pender M. J, Kikkawa N. & Liu P., 773–778

Constitutive relations

A multilaminate framework for modelling induced and inherent anisotropy of soils. Schweiger H. F., Wiltafsky C., Scharinger F. & Galavi V., 87–101

Technical note. Graphical representation of constitutive equations. Gudehus G. & Mašín D., 147–151

Technical note. Thermomechanical model for saturated clays. Abuel-Naga H. M., Bergado D. T., Bouazza A. & Pender M., 273–278

UH model: three-dimensional unified hardening model for overconsolidated clays. Yao Y.-P., Hou W. & Zhou A.-N., 451–469

A graphical method for producing yield surfaces for soils. Chandler H. W. & Sands C. M., 683–690

A water retention model for deformable soils. Tarantino A., 751–762

Dams

Dynamic centrifuge model tests on asphalt-concrete core dams. Baziar M. H., Salemi Sh. & Merrifield C. M., 763–771

Deformation

Modelling of cryogenic processes in permafrost and seasonally frozen soils. Thomas H. R., Cleall P., Li Y.-C., Harris C. & Kern-Luetschg M., 173–184

Experimental investigation of thermo-hydro-mechanical behaviour of an unsaturated silt. Uchaipichat A. & Khalili N., 339–353

UH model: three-dimensional unified hardening model for overconsolidated clays. Yao Y.-P., Hou W. & Zhou A.-N., 451–469

Influence of axial load on lateral pile response in liquefiable soils. Part I: physical modeling. Knappett J. A. & Madabhushi S. P. G., 571–581

Influence of axial load on lateral pile response in liquefiable soils. Part II: numerical modeling. Knappett J. A. & Madabhushi S. P. G., 583–592

Technical note. Influence of particle breakage on the resilient modulus of railway ballast. Indraratna B., Vinod J. S. & Lackenby J., 643–646

Design

Aquifer thermal energy storage: theoretical and operational analysis. Dickinson J. S., Buik N., Matthews M. C. & Snijders A., 249–260

Design of laterally loaded piles in clays based on cone penetration test data: a reliability-based approach. Haldar S. & Sivakumar Babu G. L., 593–607

Closed-form solution for plastic zone formation around a circular tunnel in half-space obeying Mohr–Coulomb criterion. Massinas S. A. & Sakellariou M. G., 691–701

Dewatering

Technical note. Parameters that influence the pressure filtration characteristics of bentonite grouts. Bezuijen A., Sanders M. P. M. & Den Hamer D., 717–721

Drainage

Consolidation analysis of a stratified soil with vertical and horizontal drainage using the spectral method. Walker R. & Indraratna B., 439–449

Dynamics

The Stokoe resonant column apparatus: effects of stiffness, mass and specimen fixity. Clayton C. R. I., Priest J. A., Bui M., Zervos A. & Kim S. G., 429–437

Dynamic centrifuge model tests on asphalt-concrete core dams. Baziar M. H., Salemi Sh. & Merrifield C. M., 763–771

Earth pressure

Technical note. Undrained collapse of a shallow plane-strain trapdoor. Martin C. M., 855–863

Earthquakes

Influence of axial load on lateral pile response in liquefiable soils. Part I: physical modeling. Knappett J. A. & Madabhushi S. P. G., 571–581

Influence of axial load on lateral pile response in liquefiable soils. Part II: numerical modeling. Knappett J. A. & Madabhushi S. P. G., 583–592

Elasticity

Tilt displacement of caisson breakwater due to wave loading. Zhang X. Y., Lee F. H. & Leung C. F., 17–27

A continuum-based model for analysis of laterally loaded piles in layered soils. Basu D., Salgado R. & Prezzi M., 127–140

Technical note. Graphical representation of constitutive equations. Gudehus G. & Mašín D., 147–151

Technical note. Thermomechanical model for saturated clays. Abuel-Naga H. M., Bergado D. T., Bouazza A. & Pender M., 273–278

Experimental measurements of the global anisotropic elastic behaviour of dry Hostun sand during triaxial tests, and effect of sample preparation. Ezaoui A. & Di Benedetto H., 621–635

Lateral oedometer testing of anisotropic clay as affected by surface roughness. Rohe A., Gareau L. F. & Molenkamp F., 703–715

Embankments

Theoretical description of embankment erosion owing to overflow. Fujisawa K., Kobayashi A. & Aoyama S., 661–671

Environmental engineering

Energy from earth-coupled structures, foundations, tunnels and sewers. Adam D. & Markiewicz R., 229–236

Aquifer thermal energy storage: theoretical and operational analysis. Dickinson J. S., Buik N., Matthews M. C. & Snijders A., 249–260

Erosion

Theoretical description of embankment erosion owing to overflow. Fujisawa K., Kobayashi A. & Aoyama S., 661–671

Excavation

Closed-form solution for plastic zone formation around a circular tunnel in half-space obeying Mohr–Coulomb criterion. Massinas S. A. & Sakellariou M. G., 691–701

Three-dimensional stability of slopes and excavations. Michalowski R. L. & Drescher A., 839–849

Expansive soils

Modelling the thermomechanical volume change behaviour of compacted expansive clays. Tang A.-M. & Cui Y.-J., 185–195

Bentonite THM behaviour at high temperatures: experimental and numerical analysis. Åkesson M., Jacinto A. C., Gatabin C., Sanchez M. & Ledesma A., 307–318

A full-scale in situ heating test for high-level nuclear waste disposal: observations, analysis and interpretation. Gens A., Sánchez M., Guimarães L. Do N., Alonso E. E., Lloret A., Olivella S., Villar M. V. & Huertas F., 377–399

The coupled thermal-hydraulic-mechanical behaviour of a large-scale in situ heating experiment. Thomas H. R., Cleall P. J., Dixon D. & Mitchell H. P., 401–413

Fabric/structure of soils

A graphical method for producing yield surfaces for soils. Chandler H. W. & Sands C. M., 683–690

Failure

Explaining thermal failure in saturated clays. Hueckel T., François B. & Laloui L., 197–212

Technical note. Effect of relative density on plate loading tests on fibre-reinforced sand. Consoli N. C., Casagrande M. D. T., Thomé A., Dalla Rosa F. & Fahey M., 471–476

Hydro-mechanical modelling of landslides with a material instability criterion. Lignon S., Laouafa F., Prunier F., Khoa H. D. V. & Darve F., 513–524

Technical note. Use of a genetic algorithm to perform reliability analysis of unsaturated soil slopes. Gavin K. & Xue J., 545–549

Influence of axial load on lateral pile response in liquefiable soils. Part I: physical modeling. Knappett J. A. & Madabhushi S. P. G., 571–581

Influence of axial load on lateral pile response in liquefiable soils. Part II: numerical modeling. Knappett J. A. & Madabhushi S. P. G., 583–592

Theoretical description of embankment erosion owing to overflow. Fujisawa K., Kobayashi A. & Aoyama S., 661–671

A predictive framework for liquefaction instability. Andrade J. E., 673–682

A graphical method for producing yield surfaces for soils. Chandler H. W. & Sands C. M., 683–690

Three-dimensional stability of slopes and excavations. Michalowski R. L. & Drescher A., 839–849

Field instrumentation

Energy pile test at Lambeth College, London: geotechnical and thermodynamic aspects of pile response to heat cycles. Bourne-Webb P. J., Amatya B., Soga K., Amis T., Davidson C. & Payne P., 237–248

Measurement depth of vibratory roller-measured soil stiffness. Rinehart R. V. & Mooney M. A., 609–619

Footings/foundations

Technical note. Field study of construction effects in jacked and driven steel H-piles. Zhang L. M. & Wang H., 63–69

The undrained capacity of skirted strip foundations under combined loading. Bransby M. F. & Yun G.-J., 115–125

Energy from earth-coupled structures, foundations, tunnels and sewers. Adam D. & Markiewicz R., 229–236

Energy pile test at Lambeth College, London: geotechnical and thermodynamic aspects of pile response to heat cycles. Bourne-Webb P. J., Amatya B., Soga K., Amis T., Davidson C. & Payne P., 237–248

Technical note. Effect of relative density on plate loading tests on fibre-reinforced sand. Consoli N. C., Casagrande M. D. T., Thomé A., Dalla Rosa F. & Fahey M., 471–476

Experimental study of uplift resistance of shallow skirted foundations in clay under transient and sustained concentric loading. Gourvenec S., Acosta-Martinez H. E. & Randolph M. F., 525–537

Fractals

Technical note. Fractal analysis of temperature-induced cracking in clays and rocks. Vallejo L. E., 283–286

Friction

A graphical method for producing yield surfaces for soils. Chandler H. W. & Sands C. M., 683–690

Full-scale tests

Energy pile test at Lambeth College, London: geotechnical and thermodynamic aspects of pile response to heat cycles. Bourne-Webb P. J., Amatya B., Soga K., Amis T., Davidson C. & Payne P., 237–248

A full-scale in situ heating test for high-level nuclear waste disposal: observations, analysis and interpretation. Gens A., Sánchez M., Guimarães L. Do N., Alonso E. E., Lloret A., Olivella S., Villar M. V. & Huertas F., 377–399

The coupled thermal-hydraulic-mechanical behaviour of a large-scale in situ heating experiment. Thomas H. R., Cleall P. J., Dixon D. & Mitchell H. P., 401–413

Geology

A new approach for assessing geothermal response to climate change in permafrost regions. Nishimura S., Martin C. J., Jardine R. J. & Fenton C. H. , 213–227

Geophysics

Technical note. Use of energy piles in a residential building, and effects on ground temperature and heat pump efficiency. Wood C. J., Liu H. & Riffat S. B., 287–190

Geotextiles

Energy from earth-coupled structures, foundations, tunnels and sewers. Adam D. & Markiewicz R., 229–236

Glacial soils

Lateral oedometer testing of anisotropic clay as affected by surface roughness. Rohe A., Gareau L. F. & Molenkamp F., 703–715

Gravels

A method of estimating the form of coarse particulates. Clayton C. R. I., Abbireddy C. O. R. & Schiebel R., 493–501

Technical note. Influence of particle breakage on the resilient modulus of railway ballast. Indraratna B., Vinod J. S. & Lackenby J., 643–646

Ground freezing

THM-coupled finite element analysis of frozen soil: formulation and application. Nishimura S., Gens A., Olivella S. & Jardine R. J., 159–171

Modelling of cryogenic processes in permafrost and seasonally frozen soils. Thomas H. R., Cleall P., Li Y.-C., Harris C. & Kern-Luetschg M., 173–184

A new approach for assessing geothermal response to climate change in permafrost regions. Nishimura S., Martin C. J., Jardine R. J. & Fenton C. H. , 213–227

Ground improvement

Technical note. Parameters that influence the pressure filtration characteristics of bentonite grouts. Bezuijen A., Sanders M. P. M. & Den Hamer D., 717–721

Groundwater

Aquifer thermal energy storage: theoretical and operational analysis. Dickinson J. S., Buik N., Matthews M. C. & Snijders A., 249–260

Ground energy systems: from analysis to geotechnical design. Preene M. & Powrie W., 261–271

Grouting

The influence of grouting pressure on the pullout resistance of soil nails in compacted completely decomposed granite fill. Yin J.-H., Su L.-J., Cheung R. W. M., Shiu Y.-K. & Tang C., 103–113

Technical note. Parameters that influence the pressure filtration characteristics of bentonite grouts. Bezuijen A., Sanders M. P. M. & Den Hamer D., 717–721

In situ testing

Rate effects on penetrometer resistance in kaolin. Lehane B. M., O'Loughlin C. D., Gaudin C. & Randolph M. F., 41–52

Technical note. Field study of construction effects in jacked and driven steel H-piles. Zhang L. M. & Wang H., 63–69

Resistance of full-flow penetrometers in rate-dependent and strain-softening clay. Zhou H. & Randolph M. F., 79–86

Design of laterally loaded piles in clays based on cone penetration test data: a reliability-based approach. Haldar S. & Sivakumar Babu G. L., 593–607

Measurement depth of vibratory roller-measured soil stiffness. Rinehart R. V. & Mooney M. A., 609–619

An assessment of earth pressure coefficient in overconsolidated clays. Sivakumar V., Navaneethan T., Hughes D. & Gallagher G., 825–838

Laboratory equipment

Technical note. The miniature wireless data-logger for pressure measurements in geotechnical applications. Brown J. L., Sivakumar V., McKinley J. D., Harmon N. & McDonald K., 141–146

The Stokoe resonant column apparatus: effects of stiffness, mass and specimen fixity. Clayton C. R. I., Priest J. A., Bui M., Zervos A. & Kim S. G., 429–437

Laboratory tests

Technical note. Hydraulic conductivity of biopolymer-treated silty sand. Bouazza A., Gates W. P. & Ranjith P. G., 71–72