Centrifuge Modelling of an Embankment on Soft Clay Reinforced with a Geogrid

Geotextiles and Geomembranes

Volumn 14, Issue 1, 1996, Pages 1-17

  Sharma, J S ^a   Bolton, M D ^a  

^a UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CENTRIFUGE MODELLING; EMBANKMENT; GEOGRID; GEOSYNTHETIC; REINFORCEMENT; SOFT CLAY;

EID: 0030455354     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/0266-1144(96)00003-9     Document Type: Article

References (4)

1. Schofield, A. N. (1980). Cambridge University geotechnical centrifuge operations. Géotechnique, 30, 227-68.
2. Sharma, J. S. (1994). Behaviour of reinforced embankments on soft clay. Ph.D. thesis, Cambridge University Engineering Department.
3. Springman, S. M., Bolton, M. D., Sharma, J. S. & Balachandran, S. (1992). Modelling and instrumentation of a geotextile in a geotechnical centrifuge. In Proceedings of International Symposium on Earth Reinforcement Practice, Kyushu, Japan, pp. 167-72.
4. Sun, H. W. (1990). Ground deformation mechanisms for soil structure interaction. Ph.D. thesis, Cambridge University Engineering Department.