Improvement of soft Bangkok clay using vertical geotextile band drains compared with granular piles
Authors:
- D.T. BergadoDBD.T. Bergado
- N. SinghNSN. Singh
- S.H. SimSSS.H. Sim
- B. PanichayatumBPB. Panichayatum
- C.L. SampacoCSC.L. Sampaco
- A.S. BalasubramaniamABA.S. Balasubramaniam
- 1 January 1990
- journal article
- Published by Elsevier in Geotextiles and Geomembranes
- Vol. 9 (3) , 203-231
Abstract
No abstract availableKeywords
This publication has 4 references indexed in Scilit:
- Full Scale Load Test of Granular Piles with Different Densities and Different Proportions of Gravel and Sand on Soft Bangkok ClaySoils and Foundations, 1987
- Observational Procedure of Settlement PredictionSoils and Foundations, 1978
- A field trial of the reinforcing effect of a stone column in soilGéotechnique, 1975
- A Contribution to the settlement analysis of foundations on clayGéotechnique, 1957