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| 208. | Leung Y F | 2010 | Foundation Optimisation and its Application to Pile Reuse |
| 207. | Robert D | 2010 | Soil-Pipeline Interaction in Unsaturated Soils |
| 206. | Lim L | 2010 | In-Situ Photocatalytic Remediation of Organic Contaminants in Groundwater. Engineering- (Environmental Geotechnics). |
| 205. | Joshi K | 2010 | Long-Term Engineering Performance and In-Situ Assessment of Cement Bentonite Cut-Off Walls |
| 204. | Liska M | 2009 | Properties and applications of reactive magnesia cements in porous blocks |
| 203. | Pal I | 2009 | Rainfall trends in India and their impact on soil erosion and land management |
| 202. | Cilingir U | 2009 | Seismic Response of Tunnels |
| 201. | Marshall A | 2009 | Tunnelling in sand and its effect on pipelines and piles |
| 200. | Nikolopoulos P | 2009 | Mass Transfer in Non-Aqueous Phase Liquid Contaminated heterogeneous Porous Media |
| 199. | Eisa KOGM | 2008 | Compensation Grouting in Sand |
| 198. | Ng M Y A | 2008 | Modelling of Hydraulic Fracturing in Cement Bentonite Geomaterials |
| 197. | Ji H | 2008 | Physical Modelling of Jet Grouting Process |
| 196. | Kwok C Y | 2008 | Micromechanical Modelling of Soil Creep |
| 195. | Iyengar S | 2008 | Application of Two Novel Magnesia-Based Binders in Stabilisation/Solidification Treatment Systems |
| 194. | Mohamad H | 2008 | Distributed Optical Fibre Strain Sensing of Geotechnical Structures |
| 193. | Deeks A D | 2008 | An investigation into the strength and stiffness of jacked piles in sand |
| 192. | Elshafie M Z E B | 2008 | Effect of Building Stiffness on Excavation-Induced Displacements |
| 191. | Chung K H | 2008 | Effects of Piles On Tunnels |
| 190. | Zhao Y | 2008 | In Situ Soil Testing for Foundation Performance Prediction |
| 189. | Duru U | 2007 | Impact of climate change on chemical and biological properties in contaminated soils |
| 188. | Marketos G | 2007 | An investigation of crushing and compaction bands in granular material |
| 187. | Smith S | 2007 | Impact of Climate Change on Contaminated Land Containment Systems |
| 186. | Coelho P A L F | 2007 | In Situ Densification as a Liquefaction Resistance Measure for Bridge Foundations |
| 185. | Osman A A M | 2007 | Durability and Mechanical Properties of Deep-Mixed Clays |
| 184. | Al-Ansary M S | 2007 | Stabilisation/Solidification and Pelletisation of Petroleum Drill Cuttings |
| 183. | Cheong T P | 2007 | Numerical Modelling of Soil-Pipeline Interaction |
| 182. | Knappett J A | 2007 | Piled foundations in liquefiable soils: accounting for axial loads |
| 181. | Mitrani H | 2006 | Liquefaction Remediation Techniques for Existing Buildings |
| 180. | Hernandez-Martinez F | 2006 | Ground Improvement of Organic Soils Using Wet Deep Soil Mixing |
| 179. | Kok Y L | 2006 | Investigating the mechanical behaviour of two residual soils from Malaysia |
| 178. | Borghi X | 2006 | Lubrication and soil conditioning in pipejacking and tunnelling |
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| 176. | Selemetas D | 2005 | The response of full-scale piles and piled structures to tunnelling |
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| 173. | Chan S M | 2005 | Photocatalytic remediation of organics in groundwater |
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| 172. | Thusyanthan I | 2005 | Behaviour of landfill systems under monotonic and earthquake loading |
| 171. | Perera A S R | 2005 | The Role of Accelerated Carbonation in the Ageing of Cement-Based Stabilised/Solidified Contaminated Materials |
| 170. | Silva M F | 2005 | Numerical and physical models of rate effects in soil penetration |
| 169. | Kulasooriya I | 2005 | Remediation of DNAPL using Surfactant flushing-Mass flux approach |
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| 168. | Osman A S E K | 2005 | Predicting ground displacements in clay during construction |
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| 167. | Page J W E | 2005 | A Mass Flux and Partitioning Tracer Concept for DNAPL Source Zone Characterisation |
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| 166. | Cheuk C Y | 2005 | Soil-Pipeline Interaction at the Seabed |
| 165. | Cheng Y P Helen | 2004 | Micromechanical investigation of soil plasticity |
| 164. | Merritt A S | 2004 | Soil conditioning for earth pressure balance machines |
| 163. | Choy C K | 2004 | Installation effects of diaphragm walls on adjacent piled foundations |
| 162. | Waduge A | 2004 | Source zone remediation by air sparging and soil vapour extraction |
| 161. | Chitambira B | 2004 | Accelerated ageing of cement stabilised/solidified contaminated soils with elevated temperatures |
| 160. | Ghosh B | 2004 | Behaviour of rigid foundation in layered soil during seismic liquefaction |
| 159. | Teh T C | 2003 | Stability of marine pipelines on unstable and liquefied seabed |
| 158. | Take W A | 2003 | The influence of seasonal moisture cycles on clay slopes |
| 157. | Bhattacharya S | 2003 | Pile instability during earthquake liquefaction |
| 156. | Dimmock P S | 2003 | Tunnelling-induced ground and building movement on the Jubilee Line Extension |
| 155. | Brennan A J | 2003 | Vertical drains as a countermeasure to earthquake-induced soil liquefaction |
| 154. | Jacobsz S W | 2002 | The effect of tunnelling on pile foundations |
| 153. | Bowman E T | 2002 | The aging and creep of dense granular materials |
| 152. | White D J | 2002 | An investigation into the behaviour of pressed-in piles |
| 151. | Ratnam S | 2002 | Development of a novel self-boring permeability measrement technique |
| 150. | Teymur B | 2002 | The significance of boundary conditions in dynamic centrifuge modelling |
| 149. | Haigh S K | 2002 | Effects of earthquake-induced liquefaction on pile foundations in sloping ground |
| 148. | Yimsiri S | 2002 | Pre-failure deformation characteristics of soils: anisotropy and soil fabric |
| 147. | Coumoulos H | 2002 | Centrifuge and numerical modelling of dense non-aqueous phase liquid contaminants migration |
| 146. | Treadaway A C J | 2001 | Development and Use of Photometric Sensors for Contaminent Transport Studies |
| 145. | Au S K A | 2001 | Fundamental Study of Compensation Grouting |
| 144. | Lee C J | 2001 | The influence of negative skin friction on piles and in pile groups |
| 143. | Lee S W | 2001 | The Effects of Compensation Injections on Tunnels |
| 142. | Kechavarzi C | 2000 | Physical modelling of immiscible multiphase flow in porous media |
| 141. | Baumgard A J | 2000 | Monotonic and cyclic soil responses to upheaval buckling in offshore buried pipelines |
| 140. | Robertson D | 2000 | Computer simulations of crushable aggregates |
| 139. | Carrier M B | 2000 | Dielectric measurements over a wide frequency range in e-grade kaolin clay |
| 138. | Butler G D | 1999 | A dynamic analysis of the stored angular momentum earthquake actuator used with the equivalent shear beam container |
| 137. | Peiris L M N | 1998 | Seismic modelling of rock-fill embankments on deep loose saturated sand deposits |
| 136. | Barker H R | 1998 | Physical modelling of construction processes in the Mini-Drum centrifuge |
| 135. | Hsu Y S | 1997 | Excess pore pressures under cyclically loaded model jack-up foundations |
| 134. | Ellis E A | 1997 | Soil-structure interaction for full-height piled bridge abutments constructed on soft clay |
| 133. | El-Hamalawi A | 1997 | Adaptive refinement of finite element meshes for geotechnical analysis |
| 132. | Penn M L M | 1997 | Electrokinetic soil remediation: effects of pH, temperature and chemical reactions |
| 131. | Lu Y C | 1997 | Compensation grouting in clay |
| 130. | Peña A | 1996 | Theoretical study of brain biomechanics via poroelastic theory and the finite element method |
| 129. | Balachandran S | 1996 | Modelling of geosynthetic reinforced soil walls |
| 128. | McDowell G R | 1996 | Clastic soil mechanics |
| 127. | Potter L J | 1996 | Contaminant migration through consolidating soils |
| 126. | Dasari G R | 1996 | Modelling the variation of soil stiffness during sequential construction |
| 125. | Chin C Y | 1996 | An experimental study of hydrofracture in soils |
| 124. | Bransby M F | 1995 | Piled foundations adjacent to surcharge loads |
| 123. | Gui M W | 1995 | Centrifuge and numerical modelling of pile and penetrometer in sand |
| 122. | Evans D C | 1994 | Contaminant migration through intact and damaged clay liners |
| 121. | Boyce E E R | 1994 | Modelling of transport processes in heterogeneous soils |
| 120. | Sharma J | 1994 | Behaviour of reinforced embankments on soft clay |
| 119. | Hellawell E E | 1994 | Modelling transport processes in soil due to hydraulic, density and electrical gradients |
| 118. | Tsukamoto Y | 1994 | Drum centrifuge tests of three-leg jack-ups on sand |
| 117. | Pilgrim N K | 1993 | Observation and analysis of slope stability with seepage in centrifuge model earthquakes |
| 116. | McKinley J D | 1993 | Grouted ground anchors and the soil mechanics aspects of cement grouting |
| 115. | Lee D-M | 1992 | The angles of friction of granular fills |
| 114. | Smith C C | 1992 | Thaw induced settlement of pipelines in centrifuge model tests |
| 113. | Jeyatharan K | 1991 | Partial liquefaction of sand fill in a mobile arctic caisson under dynamic ice-loading |
| 112. | Madabhushi S P G | 1991 | Response of tower structures to earthquake perturbations |
| 111. | Sun H W | 1990 | Ground deformation mechanisms for soil-structure interactions |
| 110. | Maheetharan A | 1990 | Modelling the seismic response of piles and pile groups |
| 109. | Lee S Y | 1990 | Centrifuge modelling of cone penetration testing in cohesionless soils |
| 108. | Zeng X | 1990 | Modelling the behaviour of quay walls during earthquakes |
| 107. | Tan F S C | 1990 | Centrifuge and theoretical modelling of conical footings on sand |
| 106. | Nunez I L | 1989 | Centrifuge model tension piles in clay |
| 105. | Stewart D I | 1989 | Groundwater effects on in-situ walls in stiff clay |
| 104. | Springman S M | 1989 | Lateral loading on piles due to simulated embankment construction |
| 103. | Hensley P J | 1989 | Accelerated physical modelling of transport processes in soil |
| 102. | Lau C K | 1988 | Scale effects in tests on footings |
| 101. | Stone K J L | 1988 | Modelling of rupture development in soils |
| 100. | Wilson J | 1988 | A theoretical experimental investigation into the dynamic behaviour of soils |
| 99. | Dean E T R | 1988 | An isotropic transformation soil constitutive model with induced anisotropy in axial deformation events |
| 98. | Shi Q | 1988 | Centrifugal modelling of surface footings subject to combined loading |
| 97. | Poorooshasb F | 1988 | The dynamic embedment of a heat emitting projectile |
| 96. | Al-Tabbaa A | 1987 | Permeability and stress-strain response of speswhite kaolin |
| 95. | Venter K | 1987 | Modelling the response of sand to cyclic loads |
| 94. | Phillips R | 1987 | Ground deformation in the vicinity of a trench heading |
| 93. | Habibian A | 1987 | Seismic modelling of coastal dykes on layered sand foundations |
| 92. | Powrie W | 1986 | The behaviour of diaphragm walls in clays |
| 91. | Elmes D | 1986 | Creep and viscosity in two kaolin clays |
| 90. | Simons H | 1986 | A theoretical study of pile driving |
| 89. | Lee F H | 1985 | Centrifuge modelling of earthquake effects on sand embankments |
| 88. | Steedman R S | 1984 | Modelling the behaviour of retaining walls in earthquakes |
| 87. | Savvidou C | 1984 | Effects of a heat source in saturated clay |
| 86. | Airey D | 1984 | Clays in circular simple shear apparatus |
| 85. | Almeida M S S | 1984 | Stage constructed embankment on soft clays |
| 84. | Taylor R N | 1984 | Ground movements associated with tunnels and trenches |
| 83. | Mak K W | 1984 | Modelling the effects of a strip load behind rigid retaining walls |
| 82. | Francescon M | 1983 | Model pile tests in clay |
| 81. | Kutter B L | 1982 | Centrifugal modelling of the response of clay embankments to earthquakes |
| 80. | Barton Y O | 1982 | Laterally loaded model piles in sand |
| 79. | Kusakabe O | 1982 | Stability of excavation in soft clay |
| 78. | Szalwinski C S | 1982 | Finite element modelling of kinematic history for particular media |
| 77. | Sloan S W | 1982 | Numerical analysis of incompressible and plastic solids using finite elements |
| 76. | Davies M C R | 1981 | Centrifuge modelling of embankments on clay foundations |
| 75. | Clarke B G | 1981 | In situ testing of clays using the Cambridge self boring pressuremeter |
| 74. | Houlsby G T | 1981 | A study of plasticity theories and their applicability to soils |
| 73. | Clegg D | 1981 | Model piles in stiff clay |
| 72. | Cousens T W | 1980 | The gravity flow of bulk solids in bunkers |
| 71. | Fahey M | 1980 | A study of the pressuremeter test in dense sand |
| 70. | Jewell R A | 1980 | Some effects of reinforcement on the mechanical behaviour of soils |
| 69. | Seneviratne H N | 1979 | Deformations and pore pressure dissipation around tunnels in soft clay |
| 68. | Mair R J | 1979 | Centrifugal modelling of tunnel construction in soft clay |
| 67. | Williams D J | 1979 | The behaviour of model piles in dense sand |
| 66. | Britto A M | 1979 | Thin walled buried pipes |
| 65. | Budhu M | 1979 | Single shear deformations of sand |
| 64. | Swain C W | 1979 | Piled foundations supporting a model offshore structure |
| 63. | Morris D V | 1979 | The centrifugal modelling of dynamic behaviour |
| 62. | Goodings D J | 1979 | Centrifugal modelling of slope failures |
| 61. | Padfield C J | 1978 | The stability of river banks and flood embankments |
| 60. | Cuckson J | 1978 | Shear zones and progressive failure in overconsolidated clay |
| 59. | Larsen H | 1978 | Earth pressure around buried pipes |
| 58. | Randolph M F | 1977 | A theoretical study of the performance of piles |
| 57. | Foster G H | 1977 | The behaviour of clay in plane strain |
| 56. | Potts D M | 1977 | Behaviour of lined and unlined tunnels in sand |
| 55. | Smith A K C | 1977 | Experimental and computational investigation of model reinforced earth retaining walls |
| 54. | Thompson S A | 1976 | Application of finite elements to plane strain deformation and consolidation of soils |
| 53. | St John H D | 1976 | Field and theoretical studies of the behaviour of ground around deep excavations in London clay |
| 52. | Orr T L L | 1976 | The behaviour of lined and unlined model tunnels in stiff clay |
| 51. | Windle D | 1976 | In situ testing of soils with a self-boring pressuremeter |
| 50. | Wind H G | 1976 | Interaction of sand and L-shaped walls in centrifuge models |
| 49. | Swain A | 1976 | Model ground anchors in clay |
| 48. | Wong K Y | 1976 | Micro-fabric changes during the deformation of clays |
| 47. | Chan K C | 1975 | Stresses and strains induced in soft clay by a strip footing |
| 46. | Wood D M | 1974 | Some aspects of the mechanical behaviour of kaolin under truly triaxial conditions of stress and strain |
| 45. | Milligan G W E | 1974 | The behaviour of rigid and flexible retaining walls in sand |
| 44. | Beasley D H | 1973 | Centrifugal testing of models of embankments on soft clay foundations |
| 43. | Cairncross A M | 1973 | Deformations around model tunnels in stiff clay |
| 42. | Blair-Fish P M | 1973 | Flow of sand in mass-flow bunkers |
| 41. | Ajaz A | 1973 | The stress and strain behaviour of compacted clay in tension and compression |
| 40. | Nadarajah V | 1973 | The stress-strain properties of lightly overconsolidated clay |
| 39. | Simpson B | 1973 | Finite elements applied to problems of plane strain deformation of soils |
| 38. | Amerasinghe S F | 1973 | The stress-strain behaviour of clay at low stress levels and high overconsolidation ratio. |
| 37. | Sketchley C J | 1973 | Behaviour of kaolin in plane strain |
| 36. | Borin D L | 1973 | The behaviour of saturated kaolin in the simple shear apparatus |
| 35. | Dick S C | 1973 | A model earth pressure test rig for clay soils |
| 34. | Hughes J M O | 1973 | An instrument for the in situ measurement of the properties of soft clays |
| 33. | Smith I A A | 1972 | Stress and strain in a sand mass adjacent to a model wall |
| 32. | Coupe P S | 1971 | Some effects of time on stress strain relationships for clays |
| 31. | Stroud M A | 1971 | The behaviour of sand at low stress levels in the simple shear apparatus |
| 30. | Endicott L J | 1971 | Centrifugal testing of soil models |
| 29. | Pearce J A | 1970 | The behaviour of soft clay in a new true triaxial apparatus |
| 28. | Tennekoon B L | 1970 | Stresses and strains induced by a strip footing on sand |
| 27. | Hawley J A | 1970 | A unified theory for the one-dimensional consolidation of saturated clays |
| 26. | Tovey N K | 1970 | Electron-microscopy of clays |
| 25. | Avgherinos P J | 1970 | Centrifugal testing of models made of soil |
| 24. | Lord J A | 1969 | Stresses and strain in an earth pressure problem |
| 23. | Hambly E C | 1969 | Plane strain behaviour of soft clay |
| 22. | Balasubramaniam A S | 1969 | Some factors influencing the stress strain behaviour of clay |
| 21. | Bransby P L | 1968 | Stress and strain in sand caused by rotation of a model wall |
| 20. | Ting W H | 1968 | Some effects of history on the stress-strain behaviour of kaolin |
| 19. | Bassett R H | 1967 | The behaviour of granular materials in the simple shear apparatus |
| 18. | Walker L K | 1967 | The deformation of clay as a time-dependent process |
| 17. | Smart P | 1967 | Soil structure, mechanical properties and electron-microscopy |
| 16. | Mitchell R J | 1967 | Applications of the critical state theories |
| 15. | Loudon P A | 1967 | Some deformation characteristics of kaolin |
| 14. | Coumoulos D G | 1967 | A radiographic study of soils |
| 13. | Cole E R L | 1967 | Soils in the simple shear apparatus |
| 12. | Burland J B | 1967 | Deformation of soft clay |
| 11. | Walker A F | 1966 | Stress/strain relationships for clay |
| 10. | Sirwan K Z | 1965 | Deformation of soil specimens |
| 9. | James R G | 1965 | Stress and strain fields in sand |
| 8. | O'Loughlin M W B | 1964 | Radiological examination of granular materials |
| 7. | Thompson W J | 1962 | Some deformation characteristics of Cambridge gault clay |
| 6. | Arthur J R F | 1962 | Strains and lateral force in sand |
| 5. | Thurairajah A | 1961 | Some shear properties of kaolin and of sand |
| 4. | Poorooshasb H | 1961 | The properties of soils and other granular media in simple shear |
| 3. | Schofield A N | 1959 | The development of lateral force during the displacement of sand by the vertical face of a rotating model foundation |
| 2. | Wroth C P B | 1958 | The behaviour of soils and other granular media when subjected to shear |
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