Performance of test embankment constructed to failure on soft marine clay

Journal of Geotechnical Engineering

Volumn 118, Issue 1, 1992, Pages 12-33

  Indraratna, B ^a   Balasubramaniam, A S ^b   Balachandran, S ^c  

^a UNIVERSITY OF WOLLONGONG   (Australia)

^b ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

^c UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 84937752320     PISSN: 0733-9410     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9410(1992)118:1(12)     Document Type: Article

References (16)

1. Balachandran, S. (1990). “Simulation of a test embankment failure (Muar flood plain, Malaysia) using finite element techniques coupled with critical state soil mechanics,” thesis presented to the Asian Institute of Technology, at Bangkok, Thailand, in partial fulfillment of the requirement for the degree of Master of Science.
2. Balasubramaniam, A. S., Phienwej, N., Indraratna, B., and Bergado, D. T. (1989). “Predicted behavior of a test embankment on a Malaysian marine clay.” Int. Symp. on Trial Embankments on Malaysian Marine Clays, Kuala Lumpur, Malaysia, Vol. 2, 1-1-1–8.
3. Bjerrum, L. (1973). “Problems of soil mechanics and construction on soft clays. State-of-the-art report to Session IV.” 8th Int. Conf. on Soil Mech. and Found. Engrg., Moscow, U.S.S.R.
4. Brand, E. W., and Premchitt, J. (1989). “Moderator's report for the predicted performance of the Muar test embankment.” Proc., Int. Symp. on Trial Embankment on Malaysian Marine Clays, Kuala Lumpur, Malaysia, Vol. 2, 1-32–1-49.
5. Britto, A. M., and Gunn, M. J. (1984). CRISP user's and programmer's guide. ambridge University, Cambridge, England.
6. Britto, A. M., and Gunn, M. J. (1987). Critical state soil mechanics via finite elements. Ellis Horwood, Chichester, England.
7. Dafalias, Y. F., and Herrman, L. R. (1982). “Bounding surface formulation of soil plasticity.” Soil mechanics—transient and cyclic loads G. N. Pande and O. C. Zienkiewicz, eds., John Wiley and Sons, New York, N.Y., 253–282.
8. Indraratna, B., Dilema, E. L. G., and Nutalaya, P. (1990). Suitability of lateritic residual soil for core compaction and design of appropriate granular filters. Dam Engrg., 1(3), 201–220.
9. Kulhawy, F. PL, Duncan, J. M., and Seed, H. B. (1969). “Finite element analysis of stresses and movements in embankments during construction.” Contract Report No. S-69-8, USA EWES, Vicksburgh, Miss.
10. Naylor, D. J. (1975). “A continuous plasticity version of the critical state model.” Int. J. Num. Meth. in Engrg., 21(7), 1187–1204.
11. Ozawa, Y., and Duncan, J. M. (1973). ISBILD: A computer program for static analysis of static stresses and movement in embankment. University of California, Berkeley, Calif.
12. Poulos, H. G., Lee, C. Y., and Small, J. C. (1989). “Prediction of embankment performance on Malaysian marine clays.” Int. Symp. on Trial Embankments on Malaysian Marine Clays, Kuala Lumpur, Malaysia, Vol. 2, 1-22-1–31.
13. Proc., Int. Symp. on Trial Embankments on Malaysian Marine Clays, (1989). Malaysian Highway Authority, Kuala Lumpur, Malaysia.
14. Roscoe, K. H., and Burland, J. B. (1968). “On the generalized stress strain behavior of wet clay.” Engineering plasticity. Cambridge University Press, Cambridge, England.
15. Roscoe, R. PL, and Poorooshasb, H. B. (1963). “A theoretical and experimental study of strains in triaxial tests on normally consolidated clays.” Geotechnique, London, England, Vol. 13, 12–38.
16. Yau, K. F. (1990). “Stress paths below embankments and excavations in Bangkok subsoils, thesis presented to the Asian Institute of Technology, at Bangkok, Thailand, in partial fulfillment of the requirements for the degree of Master of Science.