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Technical Reports 1970 - 2009

 

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