| Author |
Paper (PDF) |
Year of publication |
File size in KB |
| Powrie, W., Davies, J.N. and Britto, A.M. |
A CANTILEVER RETAINING WALL SUPPORTED BY A BERM DURING TEMPORARY WORKS ACTIVITIES |
1992 |
1671 |
| Kusakabe, 0., Maeda, V., OhuChi, M. and Hagiwara, T. |
ATTEMPTS AT CENTRIFUGAL AND NUMERICAL SIMULATION OF A LARGE SCALE IN SITU LOADING ON A GRANULAR MATERIAL |
1992 |
2424 |
| W. POWRIE. and M. BATTEN |
Comparison of measured and calculated temporary-prop loads at Canada Water Station |
2000 |
3574 |
| Watson, G.V.R. and Carder, D.R. |
COMPARISON OF THE MEASURED AND COMPUTED PERFORMANCE OF A PROPPED BORED PILE RETAINING WALL AT WALTHAMSTOW |
1994 |
1012 |
| LEE, C.K. T. and Butler, F.C. |
ESTIMATION OF EARTH PRESSURE IN THE DESIGN OF A DEEPENED QUAY WALL FORMED OF AN EXISTING RELIEVING PLATFORM |
1992 |
1428 |
| Discussion on the paper by Hird C.C. , Pyrah I.C. and Russell D. by Potts D.M. and Canendra D. |
FINITE ELEMENT ANALYIS OF THE COLLAPSE OF REINFORCED EMBANKMENTS ON SOFT GROUND |
1991 |
740 |
| Bolton, M.D., Britto, A.M., Powrie, W. and White, T.P |
FINITE ELEMENT ANALYSES OF A CENTRIFUGE MODEL OF A RETAINING WALL EMBEDDED IN A HEAVILY OVERCONSOLIDATED CLAY |
1989 |
5001 |
| Powrie, W. and Li, E.S.F. |
FINITE ELEMENT ANALYSES OF AN IN SITU WALL PROPPED AT FORMATION LEVEL |
1991 |
3633 |
| Bolton, M.D., Sun, H.W. and Britto, A.M. |
FINITE ELEMENT ANALYSES OF BRIDGE ABUTMENTS ON FIRM CLAY |
1993 |
3050 |
| Richards, D.J. and Powrie. W. |
FINITE ELEMENT ANALYSIS OF CONSTRUCTION SEQUENCE FOR PROPPED RETAINING WALLS |
1994 |
1496 |
| Ou, Chang-Vu and Lai, Ching-Her |
FINITE ELEMENT ANALYSIS OF DEEP EXCAVATION IN LAYERED SANDY AND CLAYEY SOIL DEPOSITS |
1994 |
2973 |
| Gunn, M.J. A Satkunananthan, A. and clayton, C.R. |
FINITE ELEMENT MODELLING OF INSTALLATION EFFECT |
1992 |
1645 |
| AI-Tabbaa, A- and Muir Wood, D. |
HORIZONTAL DRAINAGE DURING CONSOLIDATION INSIGHTS GAINED FROM ANALYSIS OF A SIMPLE PROBLEM |
1991 |
2845 |
| Budhu. M. and Britto. A.M. |
NUMERICAL ANALYSIS OF SOILS IN SIMPLE SHEAR DEVICES |
1987 |
2034 |
| ALMEIDA, M.S.S, A. M. BRITTO, A.M and PARRY, R.H.G |
Numerical modelling of a centrifuged embankment on soft clay |
1985 |
2363 |
| Dasari,G.R, Rawlings, C.G., Bolton, M.D |
Numerical modelling of a NATM tunnel construction in London Clay |
1996 |
1024 |
| Rampello, S., Tamagnini, C. and Calabresi, C. |
OBSERVED AND PREDICTED RESPONSE OF A BRACED EXCAVATION IN SOFT TO MEDIUM CLAY |
1992 |
3422 |
| Indraratna, B., Balasubramaniam, A.S., Balachandran, S. |
PERFORMANCE OF TEST EMBANKMENT CONSTRUCTED TO FAILURE ON SOFT MARINE CLAY |
1992 |
3580 |
| Muir Wood, D-, Mackenzie, N.L. and Chan, A.H.C. |
SELECTION OF PARAMETERS FOR NUMERICAL PREDICTIONS |
1992 |
2220 |
| Rahim, A. |
Simple Cyclic loading model based on Modified Cam Clay |
2002 |
745 |
| Gunn, M.J, and Rahim, A. |
Small Strain Stiffness Model for Crisp |
2002 |
482 |
| CHAI, J.C and BERGADO, D.T. |
Some techniques for finite element analysis of embankments on soft ground |
1993 |
1634 |
| Woods, R.I. and Clayton, C.R. |
THE APPLICATION OF THE CRISP FINITE ELEMENT PROGRAM TO PRACTICAL RETAINING WALL PROBLEMS |
1992 |
1255 |
| STALLEBRASS, S.E. and TAYLOR, R.N. |
The development and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clay |
1997 |
3966 |
| Gunn, M.J |
The development and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clay |
1992 |
1996 |
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