1 |
Asakami, H. (1988), The Smear Effect of Vertical Band Drains, M. Eng. Thesis No.GT-88-8, Asian Institute of Technology, Bangkok, Thailand
|
2 |
Asaoka, A. (1978), 'Observational procedure of settlement predictions', Soils and Foundations, Vol.18, No.4, pp.87-101
DOI
|
3 |
Hansbo, S. (1979), 'Consolidation of clay by band-shaped prefabricated drains', Ground Engrg., Vol.12, No.5, pp.16-25
|
4 |
Nayar, A. (1996), Electro-Osmotic Stabilization of Soft Bangkok Clays with and without Prefrabricated Vertical Drains, AIT Thesis No.GE-96-18, Bangkok, Thailand
|
5 |
Hansbo, S. (1987), 'Design aspects of vertical drains and lime column installations', Proceedings of the Ninth Southeast Asian Geotecnical Conference, Bangkok, Thailand, pp.1-12
|
6 |
Sharma, J.S., Xiao, D., (2000). 'Characterization of a smear zone around vertical drains by large-scale laboratory tests', Canadian Geotechnical Journal, Vol.37, pp.1265-1271
DOI
|
7 |
Hird, C.C., Moseley, V.J. (2000), 'Model study of seepage in smear zones around vertical drains in layered soil', Geotechnique, Vol.50, No.1, pp.89-97
DOI
ScienceOn
|
8 |
Bergado, D.T., Abuel-Naga, H.M., and Thet, Y. (2004), 'Hydraulic conductivity of soft Bangkok clay under elevated temperature', Proceeding of the International Symposium on Lowland Technology, Bangkok, Thailand, pp.39-42
|
9 |
Bergado, D.T., Askami, H., Alfaro, M.C. and Balasubramaniam, A.S. (1991), 'Smear effect of vertical drains on soft Bangkok clay', Journal of Geotecchnical and Geoenvironment Engineering, ASCE, Vol.117, No. 10, pp.1509-1529
DOI
|