Improvement of soft Bangkok clay using vertical geotextile band drains compared with granular piles

Author:

Bergado D.T.,Singh N.,Sim S.H.,Panichayatum B.,Sampaco C.L.,Balasubramaniam A.S.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference43 articles.

1. Observational procedure for settlement prediction;Asaoka;Soils and Foundations,1978

2. A contribution to the settlement analysis of foundations on soft clay;Skempton;Geotechnique,1957

3. The compozer—a method to improve characteristics of soft clays by inclusion of large diameter sand columns;Aboshi,1979

4. Site improvement in Japan using sand compaction piles;Barksdale,1981

5. Settlement analysis of soft clays reinforced with granular piles;Balaam,1977

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