CONTENTS OF GÉOTECHNIQUE VOLUME LV

doi:10.1680/geot.2005.55.10.771

February, March, April, May, June, August, September, October, November, December 2005

No. 1, 1–94; No. 2, 95–188; No. 3, 189–266; No. 4, 267–343; No. 5, 345–422; No. 6, 423–496; No. 7, 497–573; No. 8, 575–628; No. 9, 629–705; No. 10, 707–782

Editorial. Professor M. A. Hicks	1
Random field characterisation of stress-normalised cone penetration testing parameters. M. Uzielli, G. Vannucchi and K.-K. Phoon	3
3D effects in seismic liquefaction of stochastically variable soil deposits. R. Popescu, J. H. Prevost and G. Deodatis	21
On horizontal variability in lime-cement columns in deep mixing. S. Larsson, H. Stille and L. Olsson	33
Characterisation of model uncertainties for laterally loaded rigid drilled shafts. K.-K. Phoon and F. H. Kulhawy	45
Reliability of traditional retaining wall design. G. A. Fenton, D. V. Griffiths and M. B. Williams	55
Reliability-based design applied to retaining walls. B. K. Low	63
Probabilistic assessment of stability of a cut slope in residual soil. H. El-Ramly, N. R. Morgenstern and D. M. Cruden	77
Realistic assessment of slope reliability for effective landslide hazard management. R. W. M. Cheung and W. H. Tang	85
Non-parametric simulation of geotechnical variability. P. L. Bourdeau and J. I. Amundaray	95
Towards reliable and effective site investigations. M. B. Jaksa, J. S. Goldworthy, G. A. Fenton, W. S. Kaggwa, D. V. Griffiths, Y. L. Kuo and H. G. Poulos	109
Stochastic evaluation of static liquefaction in a predominantly dilative sand fill. M. A. Hicks and C. Onisiphorou	123
A deterministic/stochastic model to predict the variation in bulk modulus of chalk. F. Collin, Ch. Schroeder, V. De Gennaro and A. Bolle	135
A generic approach to soil–structure interaction considering the effects of soil heterogeneity. D. Breysse, H. Niandou, S. Elachachi and L. Houy	143
Probabilistic limiting tolerable displacements for serviceability limit state design of foundations. L. M. Zhang and A. M. Y. Ng	151
Influence of soil heterogeneity on load redistribution and settlement of a hyperstatic three-support frame. L. Houy, D. Breysse and A. Denis	163
Geostatistical method for analysing soil displacement from underground urban construction. M. El Gonnouni, Y. Riou and P. Y. Hicher	171
Technical note
Rainfall-induced slope failure considering variability of soil properties. L. L. Zhang, L. M. Zhang and W. H. Tang	183
The influence of soil anisotropy and K₀ on ground surface movements resulting from tunnel excavation. J. N. Franzius, D. M. Potts and M. D. Bolton	189
An experimental investigation of the mechanical behaviour of an unsaturated gneiss residual soil. M. M. Futai and M. S. S. Almeida	201
A shear strength model for realised infilled joints under constant normal stiffness. B. Indraratna, H. S. Welideniya and E. T. Brown	215
One-dimensional consolidation of lumpy clay with non-linear properties. L.-A. Yang and T.-S. Tan	227
Mechanisms of rupture of shaft linings in coal mine areas buried by thick over-soils in East China. W. P. Li and X. Q. Li	237
Technical notes
Crushing a weak granular material: experimental numerical analyses. S. Lobo-Guerrero and L. E. Vallejo	245
Pore pressure coefficient for soil and rock and its relation to compressional wave velocity. J. Yang	251
Discussion
Laboratory investigation of multiple grout injections into clay. K. Soga, S. K. A. Au, M. R. Jafari and M. D. Bolton	257
An alternative mechanism of pile failure in liquefiable deposits during earthquakes. S. Bhattacharya, S. P. G. Madabhushi and M. D. Bolton	259
Book review	265
Géotechnique Reviewers	266
A review of Beliche Dam. E. E. Alonso, S. Olivella and N. M. Pinyol	267
Field trials of suction caissons in clay for offshore wind turbine foundations. G. T. Houlsby, R. B. Kelly, J. Huxtable and B. W. Byrne	287
Numerical modelling of plane strain tests on sands using a particulate approach. W. Powrie, Q. Ni, R. M. Harkness and X. Zhang	297
Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay. A. Tarantino and S. Tombolato	307
Technical notes
The horizontal failure mechanism of the Wilnis peat dyke. S. van Baars	319
Effect of confining pressure on the degredation of ballast under cyclic loading. B. Indraratna, J. Lackenby and D. Christie	325
Method to compare water content values determined on the basis of different oven-drying temperatures. B. C. O'Kelly	329
Discussion
Microstructure in shear band observed by microfocus X-ray computed tomography. M. Oda, T. Takemura and M. Takahashi	333
Effects of ageing on small-strain stiffness of overconsolidated clays. K. I. Rammah, D. V. Val and A. M. Puzrin	336
Uplift resistance of buried submarine pipelines: compatison 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. Baldry	338
Book review	341
Errata	342
Cone penetration tests under simulated field conditions. A.-B. Huang and H.-H. Hsu	345
Generalised scaling relations for dynamic centrifuge tests. S. Iai, T. Tobita and T. Nakahara	355
Review of historical buildings' foundations. J. Przewłócki, I. Dardzińska and J. Świniański	363
The concept of stored plastic work or frozen elastic energy in soil mechanics. I. F. Collins	373
Elastic moduli of soils dependent on pressure: a hyperelastic formulation. G. T. Houslby, A. Amorosi and E. Rojas	383
Laboratory investigation of permeability measurement in clay using outflow from unsupported cavities. C. C. Hird and S. Srisakthivel	393
Technical notes
Shear-plate transducers as a possible alternative to bender elements for measuring G_max. M. A. Ismail and K. I. Rammah	403
Rayleigh surface waves in an idealised patrially saturated soil. J. Yang	409
Discussion
Editorial. G. T. Houlsby	415
British PhD Theses: 2004	418
The effects of disseminated methane hydrate on the dynamic stiffness and damping of a sand. C. R. I. Clayton, J. A. Priest and A. I. Best	423
Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay. A. S. Osman and M. D. Bolton	435
A generalised Winkler model for the behaviour of shallow foundations. G. T. Houlsby, M. J. Cassidy and I. Einav	449
Soil–pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions. A. Klar, T. E. B. Vorster, K. Soga and R. J. Mair	461
Shear strength of cohesionless soils at low stress. R. J. Fannin, A. Eliadorani and J. M. T. Wilkinson	467
Partial factors calibration based on reliability analyses for square footings on granular soils. Y. Honjo and S. Amatya	479
Discussion
Nq factor for pile foundations by Berezantzev. Y. M. Cheng	493
Book reviews	495
Modelling of a 3D excavation in finite element analysis. L. Zdravkovic, D. M. Potts and H. D. St John	497
Energy and variational principles for piles in dissipative soil. I. Einav	515
A field permeability measurement technique using a conventional self-boring pressuremeter. S. Ratnam, K. Soga and R. W. Whittle	527
Imaging heterogeneities with electrical impedance tomography: laboratory results. A. Borsic, C. Comina, S. Foti, R. Lancellotta and G. Musso	539
A three-dimensional upper-bound approach to slope stability analysis based on RFEM. J. Chen, J.-H. Yin and C. F. Lee	549
Field simulation of in situ water content and temperature changes due to ground–atmospheric interactions. Y. J. Cui, Y. F. Lu, P. Delage and M. Riffard	557
Technical notes
Estimation of soil–water characteristics using liquid limit state. S.-G. Sung, I.-M. Lee, G.-C. Cho and L. N. Reddi	569
An experimental investigation of work dissipation in crushable materials. A. Tarantino and A. F. L. Hyde	575
Numerical analysis of a landslide in soils with strain-softening behaviour. A. Troncone	597
Technical notes
Strength and deformation characteristics of flat and cubical rubber tyre chip–sand mixtures. D. T. Bergado, S. Youwai and A. Rittirong	603
Complete limiting stress solutions for the bearing capacity of strip footings on a Mohr–Coulomb soil. C. C. Smith	607
Hydrophobic modification of an expansive soil using polymers and organic compounds: a comparative study with lime. J. Hernández, S. Vargas, M. Estévez, G. Vázquez, A. Zepeda and R. Rodríguez	613
DEM analysis of crushing around driven piles in granular materials. S. Lobo-Guerrero and L. E. Vallejo	617
Discussion
Towards reliable and effective site investigations. M. B. Jaksa, J. S. Goldsworthy, G. A. Fenton, W. S. Kaggwa, D. V. Griffiths, Y. L. Kuo and H. G. Poulos	625
Contribution of fines to the compressive strength of mixed soils. Q. Ni, T. S. Tan, G. R. Dasari and D. W. Hight	627
Introduction for 45th Rankine Lecture 23 March 2005	629
Long-term performance of contaminant barrier systems. R K. Rowe	631
Limiting cavity depth for spudcan foundations penetrating clay. M. S. Hossain, Y. Hu, M. F. Randolph and D. J. White	679
Technical notes
Correlation of surface fractal dimension with frictional angle at critical state of sands. Y. F. Xu and D. A. Sun	691
A physical justification for log e–log σ based on fractal crushing and particle kinematics. G. R. McDowell	697
Seismic passive resistance by pseudo-dynaic method. D. Choudhury and S. Nimbalkar	699
Non-steady flow in the variable-head permeability test. J. J. Nader	703
Award-winning papers in 2004	705
Editorial. Professor G. T. Houlsby	707
Scale effects on tension capacity for rough piles buried in dense sand. B. M. Lehane, C. Gaudin and J. A. Schneider	709
The influence of the in situ state of sands on the load–deflection behaviour of driven piles. M. R. Coop, E. U. Klotz and L. Clinton	721
Linear matching method for limit load problems using the Drucker-Prager yield condition. M. Boulbibane and A. R. S. Ponter	731
Influence of base suction on extraction of jack-up spudcans. O. A. Purwana, C. F. Leung, Y. K. Chow and K. S. Foo	741
Technical notes
Depth factors for undrained bearing capacity. D. H. Edwards, L. Zdravkovic and D. M. Potts	755
Measurement of pore water pressure of clay-infilled rock joints during triaxial shearing. B. Indraratna and M. Jayanathan	759
Obituary	765
Book reviews	769
Contents of Volume 55	771
Index to Volume 55	775

Editorial. Professor M. A. Hicks	1
Random field characterisation of stress-normalised cone penetration testing parameters. M. Uzielli, G. Vannucchi and K.-K. Phoon	3
3D effects in seismic liquefaction of stochastically variable soil deposits. R. Popescu, J. H. Prevost and G. Deodatis	21
On horizontal variability in lime-cement columns in deep mixing. S. Larsson, H. Stille and L. Olsson	33
Characterisation of model uncertainties for laterally loaded rigid drilled shafts. K.-K. Phoon and F. H. Kulhawy	45
Reliability of traditional retaining wall design. G. A. Fenton, D. V. Griffiths and M. B. Williams	55
Reliability-based design applied to retaining walls. B. K. Low	63
Probabilistic assessment of stability of a cut slope in residual soil. H. El-Ramly, N. R. Morgenstern and D. M. Cruden	77
Realistic assessment of slope reliability for effective landslide hazard management. R. W. M. Cheung and W. H. Tang	85
Non-parametric simulation of geotechnical variability. P. L. Bourdeau and J. I. Amundaray	95
Towards reliable and effective site investigations. M. B. Jaksa, J. S. Goldworthy, G. A. Fenton, W. S. Kaggwa, D. V. Griffiths, Y. L. Kuo and H. G. Poulos	109
Stochastic evaluation of static liquefaction in a predominantly dilative sand fill. M. A. Hicks and C. Onisiphorou	123
A deterministic/stochastic model to predict the variation in bulk modulus of chalk. F. Collin, Ch. Schroeder, V. De Gennaro and A. Bolle	135
A generic approach to soil–structure interaction considering the effects of soil heterogeneity. D. Breysse, H. Niandou, S. Elachachi and L. Houy	143
Probabilistic limiting tolerable displacements for serviceability limit state design of foundations. L. M. Zhang and A. M. Y. Ng	151
Influence of soil heterogeneity on load redistribution and settlement of a hyperstatic three-support frame. L. Houy, D. Breysse and A. Denis	163
Geostatistical method for analysing soil displacement from underground urban construction. M. El Gonnouni, Y. Riou and P. Y. Hicher	171
Technical note
Rainfall-induced slope failure considering variability of soil properties. L. L. Zhang, L. M. Zhang and W. H. Tang	183
The influence of soil anisotropy and K₀ on ground surface movements resulting from tunnel excavation. J. N. Franzius, D. M. Potts and M. D. Bolton	189
An experimental investigation of the mechanical behaviour of an unsaturated gneiss residual soil. M. M. Futai and M. S. S. Almeida	201
A shear strength model for realised infilled joints under constant normal stiffness. B. Indraratna, H. S. Welideniya and E. T. Brown	215
One-dimensional consolidation of lumpy clay with non-linear properties. L.-A. Yang and T.-S. Tan	227
Mechanisms of rupture of shaft linings in coal mine areas buried by thick over-soils in East China. W. P. Li and X. Q. Li	237
Technical notes
Crushing a weak granular material: experimental numerical analyses. S. Lobo-Guerrero and L. E. Vallejo	245
Pore pressure coefficient for soil and rock and its relation to compressional wave velocity. J. Yang	251
Discussion
Laboratory investigation of multiple grout injections into clay. K. Soga, S. K. A. Au, M. R. Jafari and M. D. Bolton	257
An alternative mechanism of pile failure in liquefiable deposits during earthquakes. S. Bhattacharya, S. P. G. Madabhushi and M. D. Bolton	259
Book review	265
Géotechnique Reviewers	266
A review of Beliche Dam. E. E. Alonso, S. Olivella and N. M. Pinyol	267
Field trials of suction caissons in clay for offshore wind turbine foundations. G. T. Houlsby, R. B. Kelly, J. Huxtable and B. W. Byrne	287
Numerical modelling of plane strain tests on sands using a particulate approach. W. Powrie, Q. Ni, R. M. Harkness and X. Zhang	297
Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay. A. Tarantino and S. Tombolato	307
Technical notes
The horizontal failure mechanism of the Wilnis peat dyke. S. van Baars	319
Effect of confining pressure on the degredation of ballast under cyclic loading. B. Indraratna, J. Lackenby and D. Christie	325
Method to compare water content values determined on the basis of different oven-drying temperatures. B. C. O'Kelly	329
Discussion
Microstructure in shear band observed by microfocus X-ray computed tomography. M. Oda, T. Takemura and M. Takahashi	333
Effects of ageing on small-strain stiffness of overconsolidated clays. K. I. Rammah, D. V. Val and A. M. Puzrin	336
Uplift resistance of buried submarine pipelines: compatison 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. Baldry	338
Book review	341
Errata	342
Cone penetration tests under simulated field conditions. A.-B. Huang and H.-H. Hsu	345
Generalised scaling relations for dynamic centrifuge tests. S. Iai, T. Tobita and T. Nakahara	355
Review of historical buildings' foundations. J. Przewłócki, I. Dardzińska and J. Świniański	363
The concept of stored plastic work or frozen elastic energy in soil mechanics. I. F. Collins	373
Elastic moduli of soils dependent on pressure: a hyperelastic formulation. G. T. Houslby, A. Amorosi and E. Rojas	383
Laboratory investigation of permeability measurement in clay using outflow from unsupported cavities. C. C. Hird and S. Srisakthivel	393
Technical notes
Shear-plate transducers as a possible alternative to bender elements for measuring G_max. M. A. Ismail and K. I. Rammah	403
Rayleigh surface waves in an idealised patrially saturated soil. J. Yang	409
Discussion
Editorial. G. T. Houlsby	415
British PhD Theses: 2004	418
The effects of disseminated methane hydrate on the dynamic stiffness and damping of a sand. C. R. I. Clayton, J. A. Priest and A. I. Best	423
Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay. A. S. Osman and M. D. Bolton	435
A generalised Winkler model for the behaviour of shallow foundations. G. T. Houlsby, M. J. Cassidy and I. Einav	449
Soil–pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions. A. Klar, T. E. B. Vorster, K. Soga and R. J. Mair	461
Shear strength of cohesionless soils at low stress. R. J. Fannin, A. Eliadorani and J. M. T. Wilkinson	467
Partial factors calibration based on reliability analyses for square footings on granular soils. Y. Honjo and S. Amatya	479
Discussion
Nq factor for pile foundations by Berezantzev. Y. M. Cheng	493
Book reviews	495
Modelling of a 3D excavation in finite element analysis. L. Zdravkovic, D. M. Potts and H. D. St John	497
Energy and variational principles for piles in dissipative soil. I. Einav	515
A field permeability measurement technique using a conventional self-boring pressuremeter. S. Ratnam, K. Soga and R. W. Whittle	527
Imaging heterogeneities with electrical impedance tomography: laboratory results. A. Borsic, C. Comina, S. Foti, R. Lancellotta and G. Musso	539
A three-dimensional upper-bound approach to slope stability analysis based on RFEM. J. Chen, J.-H. Yin and C. F. Lee	549
Field simulation of in situ water content and temperature changes due to ground–atmospheric interactions. Y. J. Cui, Y. F. Lu, P. Delage and M. Riffard	557
Technical notes
Estimation of soil–water characteristics using liquid limit state. S.-G. Sung, I.-M. Lee, G.-C. Cho and L. N. Reddi	569
An experimental investigation of work dissipation in crushable materials. A. Tarantino and A. F. L. Hyde	575
Numerical analysis of a landslide in soils with strain-softening behaviour. A. Troncone	597
Technical notes
Strength and deformation characteristics of flat and cubical rubber tyre chip–sand mixtures. D. T. Bergado, S. Youwai and A. Rittirong	603
Complete limiting stress solutions for the bearing capacity of strip footings on a Mohr–Coulomb soil. C. C. Smith	607
Hydrophobic modification of an expansive soil using polymers and organic compounds: a comparative study with lime. J. Hernández, S. Vargas, M. Estévez, G. Vázquez, A. Zepeda and R. Rodríguez	613
DEM analysis of crushing around driven piles in granular materials. S. Lobo-Guerrero and L. E. Vallejo	617
Discussion
Towards reliable and effective site investigations. M. B. Jaksa, J. S. Goldsworthy, G. A. Fenton, W. S. Kaggwa, D. V. Griffiths, Y. L. Kuo and H. G. Poulos	625
Contribution of fines to the compressive strength of mixed soils. Q. Ni, T. S. Tan, G. R. Dasari and D. W. Hight	627
Introduction for 45th Rankine Lecture 23 March 2005	629
Long-term performance of contaminant barrier systems. R K. Rowe	631
Limiting cavity depth for spudcan foundations penetrating clay. M. S. Hossain, Y. Hu, M. F. Randolph and D. J. White	679
Technical notes
Correlation of surface fractal dimension with frictional angle at critical state of sands. Y. F. Xu and D. A. Sun	691
A physical justification for log e–log σ based on fractal crushing and particle kinematics. G. R. McDowell	697
Seismic passive resistance by pseudo-dynaic method. D. Choudhury and S. Nimbalkar	699
Non-steady flow in the variable-head permeability test. J. J. Nader	703
Award-winning papers in 2004	705
Editorial. Professor G. T. Houlsby	707
Scale effects on tension capacity for rough piles buried in dense sand. B. M. Lehane, C. Gaudin and J. A. Schneider	709
The influence of the in situ state of sands on the load–deflection behaviour of driven piles. M. R. Coop, E. U. Klotz and L. Clinton	721
Linear matching method for limit load problems using the Drucker-Prager yield condition. M. Boulbibane and A. R. S. Ponter	731
Influence of base suction on extraction of jack-up spudcans. O. A. Purwana, C. F. Leung, Y. K. Chow and K. S. Foo	741
Technical notes
Depth factors for undrained bearing capacity. D. H. Edwards, L. Zdravkovic and D. M. Potts	755
Measurement of pore water pressure of clay-infilled rock joints during triaxial shearing. B. Indraratna and M. Jayanathan	759
Obituary	765
Book reviews	769
Contents of Volume 55	771
Index to Volume 55	775

2005

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