| 349 | Calibration of tactile pressure sensing mats for static geotechnical centrifuge applications |
DYK Chan |
2019 |
| 348 | CAM-Sat: Computer controlled saturation for geotechnical modelling | ME Stringer BT McMahon SPG Madabhushi |
2009 |
| 345 | Use of inclined micro-piles as a lequefaction remediation method for existing buildings - Data report on centrifuge tests MP1, MP2 and MP3 | H Mitrani S P G Madabhushi |
2006 |
| 344 | Use of cemented zones as a lequefaction remediation mthod for existing buildings - Data report on centrifuge tests CZ1P CZ1F and CZ3 | H Mitrani S P G Madabhushi |
2006 |
| 343 | Use of containment walls as a liquefaction remediation method for existing buildings - Data report on centrifuge tests WA1P, WA1F and WA3 | H Mitrani S P G Madabhushi |
2006 |
| 342 | Frame structures founded on liquefiable soil - Data report on centrifuge tests BM1, BM2 and BM3 | H Mitrani S P G Madabhushi |
2006 |
| 341 | The Effect of Ground Settlements on the Axial Response of Piles: Some Closed Form Solutions | A Klar K Soga |
2005 |
| 340 | Cracking in clay – data report on cracking of clay beams by 4-point beam tests | N I Thusyanthan S P G Madhabushi A W Take M D Bolton |
2005 |
| 339 | Integrity of landfills founded on liquefiable foundation - Data report on centrifuge tests IT05, IT07 and IT08 | N I Thusyanthan S P G Madhabushi |
2005 |
| 338 | Tensile behaviour of geomembrane on landfill slopes - Data report on centrifuge tests IT04 and IT06 | N I Thusyanthan S P G Madhabushi |
2005 |
| 337 | Seismic behaviour of Municipal Solid Waste (MSW)- Data report on centrifuge tests IT02, IT03 and IT09 | N I Thusyanthan S P G Madhabushi |
2005 |
| 336 | Evaluation of Shear Modulus and Damping in Dynamic Centrifuge Tests | A J Brennan N I Thusyanthan S P G Madhabushi |
2004 |
| 334 | Continuum Solution of Lateral Loading of Large Pile Groups | A Klar A D Spasojevic K Soga |
2004 |
| 333 | Unavailable | 2004 | |
| 332 | Soil-Pipe-Tunnel Interaction: Comparison Between Winkler and Elastic Continuum Solutions | A Klar T E B Vorster K Soga R J Mair |
2004 |
| 331 | Behaviour of Rigid Foundation on Layered Soil: Data report on tests BG-04 to BG-08 | B Ghosh S P G Madhabushi |
2004 |
| 330 | Behaviour of Rigid Foundation on Homogeneous Loose Soil: Data report on tests BG-01 to GB-03 | B Ghosh S P G Madhabushi |
2004 |
| 328 | A reconsideration of the safety of piled bridge foundations in liquefiable soils | S Bhattacharya S P G Madhabushi M D Bolton S K Haigh K Soga |
2003 |
| 327 | Field measurements of CPT and pile base resistance in sand | D J White | 2003 |
| 326 | Scaling of seepage flow velocity in centrifuge models | S P G Madabhushi N I Thusyanthan |
2003 |
| 325 | Drum centrifuge modelling of displacement piles in sand: data report | D J White O S Ong B M Lehane |
2003 |
| 324 | An alternative mechanism of pile failure in liquefiable deposits during earthquakes | S Bhattacharya S P G Madabhushi M D Bolton |
2002 |
| 323 | Micro-geomechanics | M D Bolton Y P Cheng |
2002 |
| 322 | GeoPIV: Particle Image Velocimetry (PIV) software for use in geotechnical testing | D J White W A Take |
2002 |
| 321 | The measurement of particle size distribution using the Single Particle Optical Sizing (SPOS) method | D J White | 2002 |
| 320 | Integral bridge abutments | R J Lock | 2002 |
| 319 | Uplift resistance of buried submarine pipelines, comparison between centrifuge modelling and full-scale tests | A J Baumgard A C Palmer D J White M D Bolton A J Barefoot M Finch T Powell A S Faranski J A S Baldry |
2002 |
| 318 | Effects of lateral spreading on pile foundations; Data report on tests SKH-13-17 | S K Haigh | 2002 |
| 317 | Lateral Spreading of slopes; Data report on tests SKH-5-12 | S K Haigh | 2002 |
| 316 | Re-appraisal of Terzaghi's soil mechanics | A N Schofield | 2001 |
| 315 | Particle Shape characterisation using Fourier Analysis | E T Bowman K Soga T W Drummond |
2000 |
| 314 | Centrifuge Modelling of upheaval buckling in sand | D J White A J Barefoot M D Bolton |
2000 |
| 313 | The role of micromechanics in soil mechanics | M D Bolton | 2000 |
| 312 | Analyis of earthquake motions recorded during the Kocaeli earthquake , Turkey 1999 | B Teymur S P G Madabhushi D E Newland |
2000 |
| 311 | Behaviour of a Soil Paste Continuum | A N Schofield | 2000 |
| 310 | Liquefaction and dam failures | B Muhunthan A N Schofield |
1999 |
| 309 | 2D NAPL experiments using the CU gamma-radiation system | H Coumoulos C Kechavarzi K Soga T Illangasekare |
1999 |
| 308 | Geotechnical Centrifuge Development can correct a soil mechanics error | A N Schofield | 1998 |
| 307 | The "Mohr Coulomb" (MC) error correction | A N Schofield | 1998 |
| 306 | Application of Homogenisation model to improved ground with cement-treated soil columns | K Omine M D Bolton |
1998 |
| 305 | The "Mohr-Coulomb" error | A N Schofield | 1998 |
| 304 | A bench-scale test series for seabed soils | A S Faranski | 1997 |
| 303 | Modelling of embankment construction on soft clay in the Mk II mini-drum centrifuge | H R Barker N Sartain A N Schofield K Soga |
1997 |
| 302 | Study of pollutant spillage and electrokinetic soil remediation | C Savvidou M Penn |
1996 |
| 301 | Modelling the transport of a pulse of two contaminants through a clay layer | J D McKinley B A Price A N Schofield |
1996 |
| 300 | Seismic modelling of embankments on saturated soil deposits | L M N Peiris S P G Madabhushi A N Schofield |
1996 |
| 299 | Extracting pattern from scattered data -applicability of artificial neural networks to the interpretation of bearing capacity data | J D McKinley | 1996 |
| 298 | Preliminary centrifuge tests using the Stored Angular Momentum (SAM) earthquake actuator -Phase I | S P G Madabhushi | 1996 |
| 297 | - | - | - |
| 296 | A thermally controlled test chamber for centrifuge and laboratory experiments | K J L Stone C C Smith A N Schofield |
1995 |
| 295 | - | - | - |
| 294 | - | - | - |
| 293 | Theoretical modelling of spudcan behaviour under combined load | E T R Dean R G James A N Schofield Y Tsukamoto |
1996 |
| 292 | Numerical modelling of the electrokinetic remediation of heavy metal contaminated soil | J D McKinley C Savvidou |
1997 |
| 291 | Centrifuge modelling of jackups and spudcans on drained and partially drained silica sand | E T R Dean Y S Hsu R G James T Sasakura A N Schofield Y Tsukamoto |
1995 |
| 290 | Numerical modelling of three-leg jackup behaviour subject to horizontal load | E T R Dean R G James A N Schofield Y Tsukamoto |
1995 |
| 289 | Drum centrifuge study of three-leg jackup models on clay | E T R Dean R G James A N Schofield Y Tsukamoto |
1996 |
| 288 | GEOCRISP -A version of CRISP93 for Geosynthetic- soil applications | J S Sharma | 1995 |
| 287 | Finite element simulation of sand indentation into saturated soft clay | H Akagi | 1995 |
| 286 | A new technique for simulation of collapse of a tunnel in a drum centrifuge | J S Sharma M D Bolton |
1995 |
| 285 | Strong motion at Port Island during the Kobe earthquake | S P G Madabhushi | 1995 |
| 284 | Migration of aqueous acetone and KCl through E-Kaolin: minidrum centrifuge test CBLCI | M C Barbosa R J Lynch J D McKinley |
1995 |
| 283 | - | - | - |
| 282 | Measurement of small strains using semiconductors in centrifuge tests | C W W Ng | 1995 |
| 281 | Centrifuge modelling of inertial loading and pore pressure effects beneath sandslopes | N K Pilgrim | 1994 |
| 280 | A user's guide to the STRAINS program (Version 10 for IBM PC & Compatibles) | J S Sharma | 1995 |
| 279 | The small strain stiffness of a carbonate stiff clay | C W W Ng M D Bolton G R Dasari |
1994 |
| 278 | Centrifuge and analytical studies of full height bridge abutment on piled foundation subjected to lateral loading | S M Springman C W W Ng E A Ellis |
1994 |
| 277 | Modelling of deformations in dynamic soil-structure interaction problems | S P G Madabhushi | 1996 |
| 276 | A strain-dependent modified Cam Clay model in CRISP and its evaluation | G R Dasari A M Britto |
1995 |
| 275 | Small strain measurement using modified LDTs | G R Dasari MD Bolton C W W Ng |
1995 |
| 274 | Bridge foundations on liquefiable sand layers | S P G Madabhushi | 1995 |
| 273 | Natural frequency of a horizontal soil layer -Part II: Saturated sand bed | S P G Madabhushi | 1994 |
| 272 | Stress wave propagation in a centrifuge model | S P G Madabhushi | 1994 |
| 271 | Natural frequency of a horizontal soil layer -Part 1: Dry sand bed | S P G Madabhushi | 1994 |
| 270 | Dynamic response of the equivalent shear beam (ESB) container | S P G Madabhushi | 1994 |
| 269 | Consolidation and pollutant transpon associated with slurried mineral waste disposal | L J Potter C Savvidou R E Gibson |
1994 |
| 268 | A study of contaminant transport involving density driven flow and hydrodynamic clean up | E E Hellawell C Savvidou |
1994 |
| 267 | Development of a new apparatus for centrifuge testing of offshore jack-up platform models and Data report for centrifuge test YSHl: 3-leg jack-up model with flat spuds on dense water-saturated sand | E T R Dean Y S Hsu R G James A N Schofield |
1993 |
| 266 | Soil grouting in the mini-drum centrifuge | M D Bolton C Y Chin |
1994 |
| 265 | Centrifuge modelling of reinforced embankments on soft clay: objective data report | J Sharma | 1993 |
| 264 | Frost heave of pipelines: centrifuge tests and 1g tests | X Chen A N Schofield C C Smith |
1993 |
| 263 | Modelling of contaminated land reclamation | E E Hellawell C Savvidou J R Booker |
1993 |
| 262 | Centrifuge modelling of environmental geomechanics | P J Hensley C Savvidou |
1993 |
| 261 | Tower construction on layered ground Data of beam centrifuge tests | R Phillips | 1992 |
| 260 | Centrifuge modelling in clay: marine applications | S M Springman | 1993 |
| 259 | Original Cam Clay | A N Schofield | 1993 |
| 258 | - | - | - |
| 257 | Contaminant migration through clay in a mini-drum centrifuge | D C Evans C Savvidou A N Schofield |
1993 |
| 256 | The study of relative density and boundary effects for cone penetration tests in a centrifuge | M D Bolton M W Gui |
1992 |
| 255 | The seismic response of gravity type quay walls | X Zeng | 1991 |
| 254 | An analysis of the resonant shaker for centrifuge modelling | S P G Madabhushi | 1992 |
| 253 | Wave action on submerged causeway Data of drum centrifuge tests | R Phillips H Sekiguchi |
1992 |
| 252 | Modelling the seismic response of block buildings | X Zeng | 1992 |
| 251 | Dynamic centrifuge tests on quay wall models | X Zeng | 1992 |
| 250 | Clean up operations in contaminated land | E E Hellawell C Savvidou J R Booker |
1992 |
| 249 | Water wave trains in a drum centrifuge | R Phillips H Sekiguchi |
1991 |
| 248 | - | - | - |
| 247 | - | - | - |
| 246 | Film measurement machine, User manual | R Phillips | 1991 |
| 245 | Design and performance of an equivalent-shear-beam (ESB) container for earthquake centrifuge modelling | A N Schofield X Zeng |
1992 |
| 244 | Combined vertical, horizontal, and moment loading of circular spuds on dense sand foundations, Data report for drum centrifuge model tests YT-IL-A thru-G and YT2-1L-G thru-V | E T R Dean R G James A N Schofield Y Tsukamoto |
1992 |
| 243 | Complementary shear stresses in dynamic centrifuge modelling | S P G Madabhushi A N Schofield X Zeng |
1992 |
| 242 | Centrifuge modelling of tower structures | S P G Madabhushi | 1991 |
| 241 | Design of the Cambridge dynamic shear box | X Zeng | 1991 |
| 240 | Some potential approximate methods for the preliminary estimation of excess pore pressures and settlement-time curves for submerged circular spud foundations subjected to time-dependent loading | E T R Dean | 1991 |
| 239 | Data of centrifuge tests on quay walls | X Zeng | 1991 |
| 238 | Numerical modelling of dynamic centrifuge tests on sand embankments using DIANA-SW ANDYNE | I Miyakoshi A N Schofield |
1990 |
| 237 | Numerical simulation of initial velocity/displacement conditions in dynamic centrifuge modelling | S P G Madabhushi | 1990 |
| 236 | Wave propagation in sand medium | R S Steedman S P G Madabhushi |
1990 |
| 235 | Soil stiffness and damping | M D Bolton J M R Wilson |
1990 |
| 234 | The application of dynamic geotechnical centrifuge model test data to design | R S Steedman X Zeng A Maheetharan |
1990 |
| 233 | Hydrodynamic pressures on a flexible quay wall | R S Steedman X Zeng |
1990 |
| 232 | Consolidometer tests on fresh cement group | M D Bolton J D McKinley |
1990 |
| 231 | The behaviour of bridge abutments on clay | M D Bolton S M Springman H W Sun |
1989 |
| 230 | An alternative to the advection-dispersion equation developed for the case of one-dimensional flow | E T R Dean | 1990 |
| 229 | Centrifuge modelling of large ground motions and their effects on structures | R S Steedman | 1989 |
| 228 | The seismic response of waterfront retaining walls | R S Steedman X Zeng |
1989 |
| 227 | Wave transmission at a multi-media interface | R S Steedman S P G Madabhushi A H C Chan |
1989 |
| 226 | Use of compund parabolic collectors in the modelling of semi-infinite soil media | R S Steedman S P G Madabhushi A H C Chan |
1989 |
| 225 | Numerical modelling of soil under dynamic loading | R S Steedman S P G Madabhushi A H C Chan |
1989 |
| 224 | Isotropic transformation models for finite axial strain events | ETR Dean | 1989 |
| 223 | Development and some consequences of a proposed new fundamentatl constitutive assumption for isotropic soils with induced ansisotropy "Axiom 1" | ETR Dean | 1989 |
| 222 | The influence of phase on the calculation of pseudo- static earth pressure on a retaining wall | R S Steedman X Zeng |
1989 |
| 221 | Dynamic response of deep foundations | R S Steedman C W Felice E S Gaffney |
1989 |
| 220 | Drum centrifuge modelling of long term pollutant migration through a soil layer | R I Edwards | 1988 |
| 219 | Cambridge Soil Mechanics Group Ph.D., M.Sc., & M.Phil. theses summaries | 1988 | |
| 218 | Recent development of dynamic model testing in geotechnical engineering | A N Schofield X Zeng | 1988 |
| 217 | Flexible anchored walls subject to base shaking | R S Steedman X Zeng | 1988 |
| 216 | Modelling the dynamic response of piles in dry sand | R S Steedman A Maheetharan |
1988 |
| 215 | Triangular continuum mechanics Vol. 1 Theory of homogeneous deformation | E T R Dean | 1989 |
| 214 | Drum centrifuge study of the transport of leachates from landfill sites | J R Gronow R I Edwards A N Schofield |
1988 |
| 213 | Geotechnical centrifuge modelling in 1988 | A N Schofield | 1988 |
| 212 | Pollution migration at 500 g | F Poorooshasb A N Schofield |
1988 |
| 211 | Two programs for solving the biharmonic equation | F Poorooshasb | 1987 |
| 210 | An experimental investigation of factors afffecting penetration resistance in granular soils in centrifuge modelling | R Phillips A Valsangkar |
1987 |
| 209 | - | - | - |
| 208 | Modelling laterally loaded piles in calcareous sand | I L Nunez R Phillips M F Randolph B D Wesselink |
1987 |
| 207 | Driving & tension loading of piles in sand on a centrifuge | I L Nunez P K Hoadley M F Randolph J M Hulett |
1987 |
| 206 | Data report of three dynamic centrifuge model tests on piles and pile groups | A Maheetharan R S Steedman |
1987 |
| 205 | Some observations of faulting in soft clays | K J L Stone D M Wood |
1987 |
| 204 | FLY 14 user manual | ETR Dean K Edgcombe |
1988 |
| 203 | Data report for centrifuge test RDO9/1 | E T R Dean | 1987 |
| 202 | Data report of 2 dynamic centrifuge model tests of free cantilever retaining walls | X Zeng R S Steedman |
1987 |
| 201 | - | - | - |
| 200 | - | - | - |
| 199 | Anisotropic elasticity & yielding of a natural plastic clay | D M Wood J Graham |
1987 |
| 198 | Experimental observations of anisotropy in some stress controlled tests on dry sand | H Alawaji M Alawi H Y Ko S Sture J F Peters D M Wood |
1987 |
| 197 | Model studies of soil deformations over a moving basement | K J L Stone D M Wood |
1987 |
| 196 | Some observations on the interpretation of shear box results | D W Airey | 1987 |
| 195 | Dynamic testing of soil elements and centrifuge models of soil structure interaction problems | E T R Dean | 1987 |
| 194 | Earthquake response of embankment dams -data report | E T R Dean | 1987 |
| 193 | Ocean disposal of high level radioactive waste | J Gronow | 1986 |
| 192 | Ocean disposal of high level radioactive waste | C Savvidou A N Schofield |
1986 |
| 191 | Finite element analyses of a hot canister buried in kaolin clay | A Britto | 1984 |
| 190 | Ocean disposal of high level radioactive waste. Centrifuge modelling of heat transfer around canisters installed in submerged kaolin. Part 3 | D V Maddocks C Savvidou |
1983 |
| 189 | Ocean disposal of high level radioactive waste. Centrifuge modelling of heat transfer around canisters installed in submerged kaolin. Part 2. | D V Maddocks C Savvidou |
1983 |
| 188 | Ocean disposal of high level radioactive waste. Centrifuge modelling of heat transfer around canisters installed in submerged kaolin. Part 1. | D V Maddocks C Savvidou |
1983 |
| 187 | Ocean disposal of high level radioactive waste. Centrifuge modelling of high level radioacitve waste placed in the deep ocean bed as a projectile | D V Maddocks C Savvidou |
1987 |
| 186 | An evaluation of direct simple shear tests on clay | D W Airey D M Wood |
1987 |
| 185 | Modelling the failure of coastal dykes during earthquake | R S Steedman A Habibian |
1986 |
| 184 | - | - | - |
| 183 | Some measurements of the permeability of kaolin | A Al Tabbaa D M Wood |
1986 |
| 182 | An analysis of a problem involving radial consolidation | A AI- Tabbaa D M Wood |
1986 |
| 181 | - | - | - |
| 180 | Aspects of program TARA-2 in the dynamic analysis of sand foundations | A Habibian R S Steedman |
1986 |
| 179 | A fully plastic model for sand in 6-dimensional stress and strain | K V Venter | 1986 |
| 178 | The Mexico earthquake of 19.9.85: some lessons for the engineer | R S Steedman E Booth J Pappin J Mills |
1986 |
| 177 | A data report on model diaphragm walls in clay | D Stewart | 1986 |
| 176 | SWFLIB and SWFTES FORTRAN code for the spreadwork function model | E T R Dean | 1986 |
| 175 | 3-dimensional purely plastic constitutive model for anisotropic sand | K V Venter | 1986 |
| 174 | An improved soil model for one-dimensional pile driving analysis | M F Randolph H A Simons |
1985 |
| 173 | Centrifuge model test data for earthquakes on sand embankments and islands | F H Lee | 1985 |
| 172 | Exterior states | E T R Dean | 1985 |
| 171 | Capacity of piles driven into dense sand | M F Randolph | 1985 |
| 170 | Vibration tests data on the bumpy road | F H Lee | 1985 |
| 169 | Pore pressures in simple shear | D W Airey | 1986 |
| 168 | Glossary of tenus used in nuclear industry | F S Lau | 1986 |
| 167 | List of abbreviations used in nuclear waste management | F S Lau | 1986 |
| 166 | - | - | - |
| 165 | - | - | - |
| 164 | - | - | - |
| 163 | Settlement of pile groups | M F Randolph | 1985 |
| 162 | Shaft capacity of driven piles in clay | M F Randolph B S Murphy |
1985 |
| 161 | Experiments with crushed glass | D M Wood | 1984 |
| 160 | Centrifuge modelling of artificial sand islands in earthquakes | F H Lee A N Schofield |
1984 |
| 159 | A new approach to one-dimensional pile-driving analysis | H Simons M F Randolph |
1984 |
| 158 | Analysis and design of pile groups using a microcomputer | M F Randolph | 1984 |
| 157 | Centrifuge study of spill-thro abutments | M F Randolph C Y Ah Teck R T Murray |
1984 |
| 156 | Index properties and critical state soil mechanics | D M Wood | 1984 |
| 155 | Some aspects of the behaviour of soils in simple shear | D W Airey M Budhu D M Wood |
1984 |
| 154 | Modelling the seismic resistance of retaining structures | M D Bolton R S Steedman |
1984 |
| 153 | The deformation of ground near tunnels and trenches | M J Gunn | 1984 |
| 152 | The strength and dilatancy of sands | M D Bolton | 1984 |
| 151 | - | - | - |
| 150 | Earthquake induced pore pressures in the foundation of a sea dyke | A N Schofield K Venter |
1984 |
| 149 | Comparison of transmitting boundaries in dynamic finite element analyses using explicit time integration | H Simons M F Randolph |
1984 |
| 148 | The behaviour of fixed cantilever walls subject to lateral shaking | M D Bolton R S Steedman |
1984 |
| 147 | The limiting pressure on a circular pile loaded laterally in cohesive soil | M F Randolph G T Houlsby |
1984 |
| 146 | Applications of centrifuge modelling to the design of tunnels and excavating in soft clay | R J Mair R Phillips A N Schofield R N Taylor |
1984 |
| 145 | Tension pile behaviour in clay -centrifuge modelling techniques | M F Randolph I L Nunez |
1984 |
| 144 | The effects of heat transfer from a hot penetrator installed in the ocean bed | M F Randolph I L Nunez |
1984 |
| 143 | Designs of piled raft foundations | D V Maddocks C Savvidou |
1984 |
| 142 | Studies of vane and penetrometer tests during centrifuge flight | M F Randolph | 1984 |
| 141 | Tests with centrifuge vane and penetrometer in a normal gravity field | M S S Almeida R H G Parry |
1983 |
| 140 | Some centrifugal test results on the grain size effect in physical modelling | KW Mak | 1983 |
| 139 | Centrifuge earthquake data for retaining walls | R S Steedman | 1983 |
| 138 | Effect of disturbance on parameters derived from self- boring pressure-meter tests in sand | M Fahey M F Randolph |
1983 |
| 137 | Consolidation of a cross ansisotropic soil medium | J R Booker M F Randolph |
1983 |
| 136 | A note on the mechanics of the assemblages of particles | C M Szalwinski | 1983 |
| 135 | Consolidation around a heat source | J R Booker C Savvidou |
1983 |
| 134 | Two centrifuge model tests: earthquakes in submerged embankments | E T R Dean A N Schofield |
1983 |
| 133 | Gravity flow of particulate materials in bunkers | T W Cousens R G James |
1983 |
| 132 | A transducer to measure the pore water pressure acting on the surface of a driven, steel pile | D V Maddocks | 1983 |
| 131 | A transducer to measure the radial effective soil stress and the pore water pressure acting on the surface of a driven, steel pile | D V Maddocks | 1983 |
| 130 | Flexibility of a contact point of an isotropic elastic body | C M Szalwinski | 1983 |
| 129 | Continuum mechanics for particulate media | C M Szalwinski | 1982 |
| 128 | General description of the FEASAS package | C M Szalwinski | 1982 |
| 127 | Recent developments in the understanding of the axial capacity of piles in clay | M F Randolph C P Wroth |
1982 |
| 126 | Choice of models for geotechnical predictions | D M Wood | 1982 |
| 125 | 1982 | ||
| 124 | Experimental observations of shear band patterns in direct shear tests | G Scarpelli D M Wood |
1982 |
| 123 | Centrifuge Studies | A N Schofield | 1982 |
| 122 | On the stability of supported excavation | A M Britto O Kusakabe |
1983 |
| 121 | Finite element analyses of a trial embankment in soft clay | M S Almeida J A Ramalho-Ortigiio |
1982 |
| 120 | Centrifugal testing of microconcrete retaining walls subjected to base shaking | M D Bolton R S Steedman |
1982 |
| 119 | The undrained behaviour of the Rio de Janeiro clay in the light of critical state theories | M S Almeida | 1982 |
| 118 | Stability of axisymmetric excavations in normally consolidated clays | A M Britto O Kusakabe |
1982 |
| 117 | Rectangular open pit excavations in normally consolidated clays | O Kusakabe A N Schofield |
1981 |
| 116 | Estimating the flexibility of offshore pile groups | M F Randolph H G Poulos |
1981 |
| 115 | HOMEP -An algorithm for analysing homogeneous stress/strain histories | C M Szalwinski | 1981 |
| 114 | A review of numerical methods for the analysis and design of soft ground tunnels | M Gunn | 1981 |
| 113 | The development of a transducer to measure the effective soil stresses and the pore water pressure acting on the surface of a driven, steel pile | D V Maddocks | 1981 |
| 112 | Settlement considerations in the design of axially loaded piles | D V Maddocks | 1981 |
| 111 | Analysis of seepage into a cylindrical permeameter | M F Randolph | 1981 |
| 110 | PMA TRX the algorithm for transforming N- dimensional data into plotted curves | M F Randolph J R Booker |
1981 |
| 109 | Automatic element reordering for finite element analysis with frontal solution schemes | S W Sloan M F Randolph |
1981 |
| 108 | Cyclic lateral loading of small scale piles on a centrifuge | P J Hoadley Y O Barton |
1981 |
| 107 | Ground movements around shallow tunnels in soft clay | R J Mair M J Gunn M P O'Reilly |
1981 |
| 106 | Determining the shear strength of clay cakes used in centrifuge model tests | R H G Parry M C R Davies |
1981 |
| 105 | Stability of unsupported axisymmetric excavations in soft clay | A M Britto O Kusakabe |
1981 |
| 104 | Dynamic and earthquake geotechnical centrifuge modelling | A N Schofield | 1981 |
| 103 | Limit state design in geotechnical engineering | M D Bolton | 1981 |
| 102 | Collapse limit states of reinforced earth retaining walls | M D Bolton P D Lang |
1981 |
| 101 | Cone penetrometer and liquid limit | D M Wood | 1981 |
| 100 | To Chunam or not to Chunam: interaction of politics and slope stability | D M Wood | 1980 |
| 99 | Model tests on instrumented piles jacked into clay | J S Steenfelt M F Randolph C P Wroth |
1981 |
| 98 | HOMEP -an automatic integration for stress and strain path processing | C M Szalwinski | 1980 |
| 97 | Stress states in the tests on sand in the simple shear apparatus | D M Wood | 1980 |
| 96 | Microstructural model: predictions for simple shear | D M Wood | 1980 |
| 95 | True triaxial tests on Boston Blue Clay | D M Wood | 1980 |
| 94 | The response of flexible piles to lateral loading | M F Randolph | 1980 |
| 93 | Centrifugal model to evaluate numerical methods | R H Bassett M C R Davies M J Gunn R H G Parry |
1980 |
| 92 | Geotechnical centrifuge | A N Schofield | 1980 |
| 91 | PIGLET: a computer program for the analysis and design of pile groups under general loading conditions | M F Randolph | 1980 |
| 90 | Application of the failure state in undrained simple shear to the shaft capacity of driven piles | M F Randolph C P Wroth |
1980 |
| 89 | Analysis of the behaviour of piles subjected to torsion | M F Randolph | 1980 |
| 88 | Numerical prediction of collapse loads using finite element methods | M F Randolph | 1980 |
| 87 | A fast stiffness formulation for finite element analysis of 2-dimensional solids | S W Sloan | 1980 |
| 86 | Cambridge geotechnical centrifuge operations | A N Schofield | 1980 |
| 85 | Some factors which influence the shear strength of reinforced sand | R A Jewell | 1980 |
| 84 | Laboratory investigations of the behaviour of soils under cyclic loading: a review | D M Wood | 1980 |
| 83 | Laboratory studies of the pressuremeter test in sand | R J Jewell M Fahey C P Wroth |
1980 |
| 82 | Limit analysis of undrained stability problems using a very small computer | M J Gunn | 1980 |
| 81 | Modelling of a tunnel failure in silt | R N Taylor | 1980 |
| 80 | The stability of shallow tunnel and underground openings in cohesive material | E H Davis M J Gunn R J Mair H N Seneviratne |
1979 |
| 79 | - | - | |
| 78 | Engineering approximations: the finite element method (in structural mechanics) | C M Szalwinski | 1979 |
| 77 | A "bumpy road" actuator for a centrifuge shake table | P W Turner | 1979 |
| 76 | Future developments in geotechnics 10-25 years | A N Schofield | 1979 |
| 75 | A review of the engineering properties of soils with particular reference | C P Wroth M F Randolph G T Houlsby M Fahey |
1979 |
| 74 | Some implications of the derivation of small-strain incremental theory of plasticity from thermo-mechanics | G T Houlsby | 1979 |
| 73 | The development of centrifugal models to study the influence of uplift pressures on the stability of a floodbank -continued studies | C J Padfield A N Schofield |
1979 |
| 72 | The effect of an overburden layer on the stability of the Mississippi riverbanks | C J Padfield A N Schofield |
1979 |
| 71 | The generation of a flowslide in a layer of sand | C J Padfield | 1979 |
| 70 | Rocks and soils under different pressure regimes | D M Wood C P Wroth |
1979 |
| 69 | The behaviour of partly saturated soils: a review | D M Wood | 1979 |
| 68 | A critical state soil model for cyclic loading | J P Caner J R Booker C P Wroth |
1979 |
| 67 | Centrifuge model tests of flexible, elliptical pipes buried in sand | H-K Yo | 1979 |
| 66 | Centrifuge tests of flexible circular pipes subjected to surface loading | A J Valsangkar A M Britto |
1978 |
| 65 | The assessment of tunnel stability: tests on model tunnel headings in clay | C S Casarin R J Mair |
1979 |
| 64 | Stress strain and velocity discontinuities in soil mechanics | G T Houlsby | 1979 |
| 63 | Reprint from the Proceedings of the Symposium on Earth Reinforcement ASCE, Pittsburgh, P A, April 1978 The failure of model reinforced earth walls | A K C Smith C P Wroth |
1978 |
| 62 | The effect of pile type on design parameters for driven piles | M F Randolph J S Steenfelt C P Wroth |
1979 |
| 61 | In situ determination of the consolidation characteristics of saturated clay | B G Clarke J P Carter C P Wroth |
1979 |
| 60 | Application of the Southwell plot method to the inspection and testing of buried flexible pipes | A J Valsangkar A M Britto M J Gunn |
1978 |
| 59 | An analysis of the vertical deformation of pile groups | M F Randolph C P Wroth |
1978 |
| 58 | Some aspects of the performance of open and closed ended piles | J P Carter M F Randolph C P Wroth |
1978 |
| 57 | The effect of pile permeability on the stress changes around a pile driven into clay | MF Randolph J P Carter |
1978 |
| 56 | The work input to a granular material | G T Houlsby | 1978 |
| 55 | Stress changes around a pile driven into cohesive soil | C P Wroth J P Carter M F Randolph |
1978 |
| 54 | Driven piles in clay (II) after consolidation after driving | M F Randolph J P Carter C P Wroth |
1978 |
| 53 | Driven piles in clay (I) installation, modelled as the expansion of a cylindrical cavity | M F Randolph J P Carter C P Wroth |
1978 |
| 52 | Camfe, a computer program for the analysis of a cylindrical cavity expansion in soil | J P Carter | 1978 |
| 51 | Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity | J P Carter C P Wroth |
1978 |
| 50 | An analytical solution for the consolidation around a driven pile | M F Randolph C P Wroth |
1978 |
| 49 | A report to Exxon Production Research Company on the behaviour of clay round an expanded cylindrical cavity | J P Carter M F Randolph C P Wroth |
1978 |
| 48 | The validity of ring compression theory in the design of flexible buried pipes | A J Valsangkar A M Britto |
1978 |
| 47 | Yielding in soft clay at Backebol, Sweden | D M Wood | 1978 |
| 46 | A constitutive model for sand | R Nova D M Wood |
1978 |
| 45 | An experimental programme to define the yield function for sands | R Nova D M Wood |
1978 |
| 44 | Accessibility and material stability | R Nova D M Wood |
1978 |
| 43 | On the determination of the stress state in the simple shear apparatus | A Drescher M Budhu D M Wood |
1977 |
| 42 | - | - | - |
| 41 | On the buckling of buried structures | J Cheney | 1977 |
| 40 | Time-dependent deformations in soft clay under a strip footing | K C Chan R G James |
1977 |
| 39 | - | - | - |
| 38 | A fundamental approach to predicting the deformation of vertically loaded piles | M F Randolph C P Wroth |
1977 |
| 37 | On modelling the unloading and reloading behaviour of soils | M Zytinski M F Randolph R Nova C P Wroth |
1977 |
| 36 | Lateral load tests on single model piles with radiographic observations | R H G Parry A Saglamer |
1977 |
| 35 | - | - | - |
| 34 | - | - | - |
| 33 | A test of an associated fields calculation for soil | J H Atkinson D M Potts |
1976 |
| 32 | Some laboratory experiments related to the results of penetrometer tests | D M Wood C P Wroth |
1976 |
| 31 | The correlation of index properties with same basic engineering properties | D M Wood C P Wroth |
1976 |
| 30 | Use of centrifugal model testing to assess slope stability | A N Schofield | 1976 |
| 29 | Studies in liquefaction: interpretation of the empirical criterion for determining river bank stability | C V Padfield A N Schofield |
1976 |
| 28 | Skin friction of piles in clay | R H G Parry C Swain |
1976 |
| 27 | Subsidence above shallow circular tunnels in soft ground | J H Atkinson D M Potts |
1976 |
| 26 | Buckling of the thin-walled cylindrical shell in soil | J A Cheney | 1976 |
| 25 | The predicted performance of soft clay under a trial embankment loading based on the Cam-clay model | C P Wroth | 1976 |
| 24 | Observations on X ray interactions with rotated cylindrical monomer soil samples | K Z Sirwan | 1976 |
| 23 | In situ measurement of initial stresses and deformation characteristics | C P Wroth | 1975 |
| 22 | Use of a hopper to simulate embankment construction in a centrifugal model | D H Beasley R G James |
1975 |
| 21 | Centrifugal model tests of buried rigid pipes | R G James M Larsen |
1975 |
| 20 | A comparison of the results of special pressuremeter tests with conventional tests on a deposit of soft clay at Canvey Island | J M O Hughes C P Wroth M J Pender |
1975 |
| 19 | Manuals for the FESOL programs | S A Thompson | 1975 |
| 18 | The development of a special instrument for the in-situ measurement of the strength and stiffness of soils | C P Wroth J M O Hughes |
1974 |
| 17 | The effects of side friction in model retaining wall experiments | P L Bransby I A A Smith |
1973 |
| 16 | Flow of sand in bunkers and silos | P M Blair-Fish | 1973 |
| 15 | Design of tunnel linings in soft ground | J H Atkinson | 1973 |
| 14 | The use of x- and gamma-rays to measure the density of particulate soils | P L Bransby | 1973 |
| (a) | Version with original photographs | ||
| (b) | Version with half-tone photographs | ||
| 13 | An instrument for the in-situ measurement of the properties of soft clays | C P Wroth J M O Hughes | 1972 |
| 12 | A centrifugal model test of the trial embankment at King's Lynn | L J Endicott | 1971 |
| 11 | A new triaxial apparatus | J A Pearce | 1971 |
| 10 | The state of telemetry in soil mechanics | B Prange | 1971 |
| 9 | The peak stress envelopes and their relation to the critical state line for a saturated clay | R G James A S Balasubramaniam |
1971 |
| 8 | A comprehensive experimental study of the strength characteristics of remoulded specimens of kaolin | R G James A S Balasubramaniam |
1971 |
| 7 | Some aspects of the elastic behaviour of overconsolidated clays | C P Wroth | 1971 |
| 6 | Some aspects of soil mechanics model testing | R G James | 1971 |
| 5 | A selection of scanning electron micrographs of clays | N K Tovey | 1971 |
| 4 | Stability analysis for low embankments on soft clays | R H G Parry | 1971 |
| 3 | Plain-strain expansion of a cylindrical cavity in clay | A C Palmer R J Mitchell |
1971 |
| 2 | A direct method of estimating settlement in sand from SPT values | R H G Parry | 1970 |
| 1 | The influence of strains in soil mechanics | H Roscoe | 1970 |
