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||Centrifuge modelling of cone penetration tests in layered soils Géotechnique, Vol 65, Issue No 6.
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||A long-term field study for the investigation of rainfall-induced landslides. Géotechnique, 63 (14), 1177–1193.
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||Accounting for partial material factors in numerical analysis. Géotechnique, 62 (12), 1053–1065.
||C Y Cheuk & D J White
||Modelling the dynamic embedment of seabed pipelines. Géotechnique, 61 (1), 39-57.
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||Finite-element study of arching behaviour in reinforced fills. Proceedings of the Institution of Civil Engineers – Ground improvement, 163, 217-229.
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||S Kontoe, L Zdravkovic, D M Potts & C O Menkiti
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||H G Poulos
||The use of stiffness inserts in pile groups and piled rafts. Geotechnical Engineering, 169 (3), 153-160.
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||Limiting cavity depth for spudcan foundations penetrating clay. Géotechnique, 55 (9), 679 – 690. (Jointly written with M S Hossain & Y Hu.)
||D J White and M D Bolton
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||Sustainable chalk fill transfer from Channel Tunnel Rail Link. Geotechnical Engineering, 156 (2), 63-73.
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||Total geological history: a model approach to the anticipation, observation and understanding of site conditions. GeoEng 2000, An International conference on Geotechnical & Geological Engineering, 19-24 November 2000, Melbourne, Australia.
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||On the mechanics of structured sands. Geotechnique, 49 (6), 741-760.
||M R Cooper, E N Bromhead, D J Petley & D I Grant
||The Selbourne Cutting Stability Experiment. Geotechnique, 48 (1), 83-101.
||C C Hird, D A Russell & R A Jewell
||The Stability of Single-stage Constructed Reinforced Embankments on Soft Clay. Geotechnical Engineering, 125 (4), 191-205.
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||The Development and Evaluation of a Constitutive Model for the Prediction of Ground Movements in Overconsolidated Clay. Geotechnique, 47 (2), 235-253.
||P R Vaughan, Tika & L L J Lemmos
||Fast Shearing of Pre-existing Shear Zones in Soil. Geotechnique, 46 (2), 197-233.
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||Contributions to Rock Mechanics. Trans IMM, QJEG, & elsewhere.
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||Contributions to Foundation Engineering. Géotechnique, Proc ICE, & elsewhere.
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||Periglacial & slope processes. Quaternary Engineering Geology: Proceedings of the 25th Annual Conference of the Engineering Group of the Geological Society, Geological Society, London, 283–334.
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||Deep penetration of spud-can foundations on sand and clay. Géotechnique, 40, 541-556.
||M R Coop & C P Wroth
||Field studies of an instrumented model pile in clay. Géotechnique, 39, 679-696.
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||Reinforced soil wall analysis & predicted behaviour of the Royal Military College trial wall. The Application of Polymeric Reinforcement in Soil Retaining Structures. NATO ASI Series. 193-235.
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||House foundations, a review of the effect of clay soil volume change on design and performance. Mun. Eng. 4, 181-213.
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||Queen Elizabeth II Conference Centre – Geotechnical Aspects. Proc ICE Part 1 Design and Construction, 80, 1479-1503. (Jointly written with J C Kalra.)
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||Soil Mechanics property characterisation & analysis procedures. Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, August 12-16, Vol. 1.
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||The response of flexible piles to lateral loading. Géotechnique, 31, 247-259.
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||The application of the failure state in undrained simple shear to the shaft capacity of driven piles. Géotechnique, 31, 143-157.
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||Engineering geology of materials for rock armouring.
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||Self weight consolidation of soft soils: an experimental & theoretical study. Géotechnique, 31, 519-535.
||R J Mair
||Contributions to soft ground tunnelling. Geotechnique and elsewhere.
||R W Cooke, G Price & K J Tarr
||Jacked piles in London Clay: interaction & group behaviour under working conditions. Géotechnique, 30, 97-136.
||The conditions for failure of a face-centred cubic array of uniform rigid spheres. Géotechnique, 29, 441-459.
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||Estimating foundation settlements in sand from plate bearing tests. Géotechnique, 28, 107-118.
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||Comparison of the results from pressuremeter tests & large insitu plate tests in London Clay. Géotechnique, 27, 217-243.
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||A F L Hyde & S F Brown
||The plastic deformation of a silty clay under creep & repeated loading. Géotechnique, 26, 173-184.
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||Observations on the behaviour of a piled raft foundation on London Clay. Proc. I C E. 55, 855-8777.
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||A method of estimating the pore pressures and displacements beneath embankments on soft clay deposits. Proc Roscoe Mem. Symp., Cambridge. 505-536.
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||The efficiency of horizontal drainage layers for accelerating consolidation of clay embankments. Géotechnique, 18, 327-335.
||W H Ward, J B Burland & R W Gallois
||Geotechnical assessment of a site at Mundford, Norfolk, for a large proton accelerator. Géotechnique, 18, 399-431.
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||An investigation of the shaft & base resistance of large bored piles in London Clay. Proc. Int. Symp. Large Bored Piles, London. 7-49.
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||The analysis of the stability of general slip surfaces. Géotechnique, 15, 79-93.
||J L Knill & K S Jones
||The recording & interpretation of geological conditions in the foundations of the Roseires, Kariba and Latiyan Dams. Géotechnique, 15, 94-124.
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||A W Bishop, M F Kennard & P R Vaughan
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||Some experiments on the influence of strain conditions on the strength of sand. Géotechnique, 14, 143-167.
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||An analysis of system flexibility & its effect on time-lag in pore water pressure measurements. Géotechnique, 13, 1-11.
||The properties of decomposed granite. Géotechnique, 12, 226-243.
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||Some experiments on model piled foundations in clay. Proc. Symp. Pile Fndns: 6th Int Congr. Intl. Ass. Br. & Struct. Engng. Stockholm. 124-39.
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||K H Roscoe, A N Schofield & C P Wroth
||On the yielding of soils. Géotechnique, 8, 22-25.