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Geotechnical and Environmental Research Group


329. Konstantinou, C 2020 Hydraulic fracturing of artificially generated soft sandstones
328. Yang, F 2020 Numerical modelling of hydrodynamic and solute transport processes in shallow water environment
327. Boksmati, J I 2020 Dynamic Soil-Structure Interaction In Buildings With Oil Dampers
326. Garcia Torres, S 2020 Performance of drains in earthquake-induced liquefaction mitigation under new and existing buildings
325. Tsurudome, C 2020 ISPH Modelling of Solitary Wave Interaction with Permeable Beaches
324. Li, Z 2020 Biomimetic vascular self-healing systems for cementitious materials
323. Cao, B 2020 Crack-Resistant and Self-Healing Cut-Off Wall Materials Incorporating Polymers and Minerals
322. Papanikolaou, I 2020 Multi-functional applications of graphene related materials in cementitious composites
321. Deng, C 2020 Sand Deformation Mechanisms and Earth Pressures Mobilised with Retaining Wall Movements
320. Chan, D Y K 2020 Long-term basement heave in over-consolidated clay
319. Clarà Saracho, A 2020 Effect of Bacterial Strain on MICP and its Application for the Erosion Control of Fine Sands
318. Garala, T K 2020 Seismic Response of Pile Foundations in Soft Clays and Layered Soils
317. Lin, Z 2019 Flow-Mediated Interaction Between a Vibrating and an Elastically-Mounted Cylinder
316. Hughes, F E 2019 Seismic behaviour of structures with basements in liquefiable soil
315. Pelekis, I 2019 Soil – Structure Interaction for low damage Seismic Rocking Systems
314. Chen, J 2019 Development and performance of self-healing and self-immune soil-cement systems subjected to freeze-thaw cycles
313. Zhang, Y 2019 Characteristics and Mechanisms of Heavy Metal and MTBE Adsorption on Zeolites and Applications in Permeable Reactive Barriers
312. Sasaki, T 2019 Fibre optic monitoring and finite element analysis of well integrity in methane hydrate reservoirs
311. Mallikarachchi, H. E 2019 Constitutive Modelling of Shear Localisation in Saturated Dilative Sand
310. Luo, H 2019 Numerical Investigation of Hydrate-bearing Sediment Formation Heterogeneity during Methane Gas Recovery
309. Zhao, X 2019 Improvements of MPM and Its Applications in Modelling Rapid Soil/Water Movements
308. Van Eeden, S. J. 2019 Behaviour of locked sand during cavity expansion
307. Di Murro, V 2019 Long-Term Performance of a concrete-lined Tunnel at CERN
306. Zhao, B 2019 City-scale eco-routing and pavement eco-maintenance scheduling for CO2 mitigation
305. Sun, M 2019 The effects of multi-directional loading on soil liquefaction
304. Hamad, H M A 2019 Modification and performance of activated carbon for CO2 sequestration in pervious concrete
303. Wang, Y 2018 Microbial-Induced Calcium Carbonate Precipitation: from micro to macro scale
302. Ho, J. H. C 2018 Computational study of hydro-environmental processes of Poyang Lake, China
301. Chen, Y 2018 Application of new observational method on deep excavation retaining wall design in London Clay
300. Mao, W 2018 Reactive MgO and Self-healing Microcapsules for Enhanced Well Cement System Performance
299. Lau, J Z E 2018 Static and Dynamic Performance of Biochar Enhanced Cement Stabilised Peat
298. Bowman, A J 2018 Performance of silty sands and their use in flexible airfield pavement design
297. Mei, Y 2018 Error analysis for distributed fibre optic sensing technology based on Brillouin scattering
296. Madabhushi, S S C 2018 Multi-Hazard Modelling of Dual Row Retaining Walls
295. Lau, W Y 2018 The Role of Reactive MgO as an Expansive Additive in the Shrinkage Reduction of Concrete
294. McMillan, O W T 2018 Characteristics and mechanisms of atrazine sorption to biochar for land remediation
293. Kularathna, S 2018 Splitting solution scheme for material point method
292. Wong, J K W 2018 Three-dimensional multi-scale hydraulic fracturing simulation in heterogeneous material using Dual Lattice Model
291. Gil Lorenzo, S 2018 Structural behaviour of concrete segmental lining tunnels: towards design optimisation
290. Jin, Y 2017 Supervised learning for back analysis of excavations in the observational method
289. Murphy, A J 2017 Sediment Heterogeneity and Sand Production in Gas Hydrate Extraction. Daini-Atsumi Knoll, Nankai Trough, Japan
288. Da Silva, T S 2017 Centrifuge Modelling of the Behaviour of Geosynthetic-Reinforced Soils above Voids
287. Ribeiro De Souza, L 2017 Design and Synthesis of Microcapsules Using Microfluidics for Autonomic Self-Healing in Cementitious Materials
286. Ritter, S 2017 Experiments in tunnel–soil–structure interaction
285. Giannaros, P 2017 Laboratory and Field Investigation of the Performance of Novel Microcapsule-Based Self-Healing Concrete
284. Hao, R 2017 Investigation into the Production of Carbonates and Oxides from Synthetic Brine through Carbon Sequestration 
283. Gue, C Y 2017 Effects of Tunnelling under an Existing Tunnel in Clay
282. Zeybek, A 2017 Air Injection Technique to Mitigate Liquefaction beneath Shallow Foundations
281. Faustin, N E 2017 Performance of circular shafts and ground behaviour during construction
280. Salemdeeb, R 2017 Beyond The Food Waste Hierarchy: A Quantitative Assessment of Embodied Environmental Impacts Using a Hybrid Approach
279. Wilcock, M 2017 The Behaviour of Existing Segmental Cast Iron Tunnel Linings Subject to Ground Movement from New Tunelling
278. Alghamri, R 2017 Development and performance of smart aggregates for self-healing of cement based materials
276. Bagonyi, R 2016 Development of Low-pH Magnesia-Bearing Cements for the Immobilisation of Radioactive Waste
275. Shen, Z 2016 Characteristics and Mechanisms of Heavy Metal Adsorption on Biochar and Its Application in Soil Remediation
274. Adamidis, O 2016 Earthquake-induced liquefaction of sand and response of structures with shallow foundations
273. Wang, M 2016 Numerical Modelling of the kinetics and microstructural development of carbonated magnesia-based cements
272. Jiang, N 2016 Microbially Induced Calcite Precipitation for the Mitigation of Soil Internal Erosion and Sand Production
271. Yu, Y 2016 Signal Processing of Brillouin Distributed Optical Fibre Sensors
270. Fern, E J 2016 Constitutive Modelling of Unsaturated Sand
269. Qureshi, T S 2016 The Role of Expansive Minerals in the Autogenous and Autonomic Self-Healing of Cement Based Materials
268. Abdalqader, A 2016 Characterisation and Properties of MgO-Modified Sodium Carbonate-Activated Slag/Fly Ash Cement and Concrete
267. Jabary, R N 2016 Dynamic Soil-Structure Interaction Effects on Tuned Mass Dampers
266. Hird, R 2016

Salt Migration in Granular Media

265. Alayaki, F 2015

Characterisation and Binder Stabilisation of Problematic Niger Delta Soils and Field Performance Evaluation in Nigeria 

264. Eroukhmanoff, N 2015

Combined kinetic and thermodynamic modelling of the hydration of PC blended with fly ash and/ or slag

263. Abdollahzadeh, A 2015

Characterisation and Performance Evaluation of Reactive Magnesia-Based Pervious Concrete for Application in Green Infrastructure

262. Yin, M 2015

Physical and numerical modelling of Submarine Landslides

261. O'Connor, D 2015

Performance of soil mix technology low permeability reactive in-ground barrier walls for contaminated land applications

260. Haiderali, A E 2015

Numerical modelling of monopiles for offshore wind farms

259. Zhou, M 2015

Geomechanical study of hydrate-bearing sediments with turbidite formation and hydrate heterogeneity

258. Litina, C 2015

Development and Performance of Self-Healing Blended Cement Grouts with Microencapsulated Mineral Agents

257. Dawoud, O 2015

The Applicability of Microbially Induced Calcite Precipitation (MICP) for Soil Treatment

256. Wang, F 2015

Time-Related Performance of Soil Mix Technology Stablised/Solidified Soils From Two Contaminated Sites

255. Kirkwood, P B 2015 Cyclic lateral loading of monopile foundations in sand
254. Burali d'Arezzo, F 2015 Installation effects due to pile surging in sand
253. Abunada, Z 2015 Innovative Soil Mix Technology Constructed Permeable Reactive Barrier for Groundwater Remediation
252. Lau, B H 2015 Cyclic behaviour of monopile foundations for offshore wind turbines in clay
251. Xu, E 2015 Numerical analysis of wellbore behaviour during methane gas recovery from hydrate bearing sediments
250. Kumar, K 2015 Multi-scale multiphase modelling of granular flow
249. Rui, Y 2015 Finite element modelling of thermal piles and walls
248. Li, Z 2014 Long-term Behaviour of Cast-iron Tunnel Cross Passage in London Clay
247. Jin, F 2014 Characterisation and Performance of Reactive MgO-based Cements with Supplementary Cementitious Materials
246. Hou, D 2014 Generalised and Hybrid Sustainability Assessments in Contaminated Site Remediation and Associated Sustainable Behaviour 
245. Williamson, M 2014 Tunnelling Effects on Bored Piles in Clay
244. Ouyang, Y 2014 Geotechnical behaviour of energy piles
243. Schwamb, T 2014 Performance Monitoring and Numerical Modelling of a Deep Circular Excavation
242. Haskell, J J M 2014 Guidance for the design of pile groups in laterally spreading soil
241. Garber, D 2014 Ground Source Heat Pump System Models in an Integrated Building and Ground Energy Simulation Environment
240. Shepley, P 2014 Water Injection to assist Pile Jacking
239. Heron, C 2014 The Dynamic Soil Structure Interaction of Shallow Foundations on Dry Sand Beds
238. Hassan, D 2013 Environmental Sustainability Assessment & Associated Experimental Investigations of Magnesia Production Routes
237. Akinyugha, A 2013 Performance evaluation of unactivated and activated persulphate oxidation for in situ contaminated land remediation applications
236. Chaiyasarn, K 2013 Damage detection and monitoring for tunnel inspection based on Computer Vision
235. Li, Y 2013 Ground movements due to excavation in cohesionless soil: physical and analytical models
234. Wang, O 2013 Data Mining, Mapping and Modelling of the Strength of Cement-Stabilised Soils
233. Som, A MD 2013 The impact of biochar on soil processes and its potential in soil remediation
232. Bandara, S S 2013 Material point method to simulate large deformation problems in fluid-saturated granular medium
231. Korff, M 2013 Response of piled buildings to the construction of deep excavations
230. Xincheng, L 2012 Mechanical properties and durability performance of reactive magnesia cement concrete
229. McMahon, B 2012 Deformation mechanisms beneath shallow foundations
228. Shrestha, R 2012 Deep soil mixing and predictive neural network models for strength prediction
227. Uchida, S 2012 Numerical investigation of Geomechanical behaviour of hydrate-bearing sediments
226. Wang, J 2012 Monotonic and cyclic uplift resistance of buried pipelines in cohesionless soils
225. Unluer, C 2012 Enhancing the carbonation of reactive magnesia cement-based porous blocks
224. Stringer, M 2012 The axial behaviour of piled foundations in liquefiable soil
223. Ellison, K C 2012 Constitutive modelling of a heavily overconsolidated clay
222. Vardanega, P J 2012 Strength mobilisation for geotechnical Design & its application to bored piles
221. Gue, C S 2012 Submarine landslide flows simulation through centrifuge modelling
220. Chian S C 2012 Floatation of underground structures in liquefiable soils
219. Ouellet-Plamondon C 2011 Characterisation and performance of innovative alumino-silicates for soil mix technology permeable reactive barriers
218. Qabany A A 2011 Microbial carbonate precipation in soils
217. Kuo M 2011 The influence of bacteria on the mechanical properties of deep-ocean clay sediments
216. Laver R 2011 Long-term behaviour of twin tunnels in London clay
215. Kogbara R 2011 Process envelopes for and biodegradation within stabilised/solidified contaminated soils
214. Liu L 2011 Disturbance analysis of the self boring pressuremeter tests
213. Farrell R P 2011 Tunnelling in sands and the response of buildings
212. Li Z 2010 Piled foundations subjected to cyclic loads or earthquakes
211. Goh K H 2010 Response of ground and buildings to deep excavations and tunnelling
210. Lam S 2010 Ground movements due to excavation in clay: physical and analytical models
209. Jegandan S 2010 Ground Improvement with Conventional and Novel Binders
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
177. Chua H Y 2006 Horizontal arching of earth pressures on retaining structures
176. Selemetas D 2005 The response of full-scale piles and piled structures to tunnelling
175. Wongsaroj J 2005 Three-dimensional finite element analysis of short and long-term ground response to open face tunnelling in stiff clay.
174. Vorster T E B 2005 The Effects of Tunnelling on Buried Pipes
173. Chan S M 2005 Photocatalytic remediation of organics in groundwater
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
168. Osman A S E K 2005 Predicting ground displacements in clay during construction
167. Page J W E 2005 A Mass Flux and Partitioning Tracer Concept for DNAPL Source Zone Characterisation
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
1. Wells A A 1951 Soil mechanics & tillage