Consolidation and Permeability Properties of Singapore Marine Clay-Reference-Cited by-同舟云学术

Consolidation and Permeability Properties of Singapore Marine Clay

Published:2002-09 Issue:9 Volume:128 Page:724-732
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chu J.¹,Bo Myint Win²,Chang M. F.¹,Choa V.³

Affiliation:

1. Associate Professor, School of Civil & Environmental Engineering, Nanyang Technological Univ., Blk N1, 1A-29 Nanyang Ave., Singapore 639798.

2. Executive Geotechnical Engineer, SPECS Consultants Pte. Ltd., #08-00 PSA Building, Alexandra Rd., Singapore 119963.

3. Professor and Dean of Admission, Office of Dean of Admission, Nanyang Technological Univ., Admin. Building #05-10, Singapore 639798.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282002%29128%3A9%28724%29

Reference18 articles.

1. Observational Procedure of Settlement Prediction

2. ASTM (1989). “D4186-89: Standard test method for one-dimensional consolidation properties of soils using controlled-strain loading.” Annual book of ASTM standards Vol. 04.08 ASTM Philadelphia.

3. ASTM (1996). “D2435-96: Standard test method for one-dimensional consolidation properties of soils.” Annual book of ASTM standards Vol 04.08 ASTM Philadelphia.

4. Balasubramanian A. S. Beegado D. I. Long P. V. and Thayalan (1995). “Experiences with sand drains and prefabricated vertical drains in ground improvement of soft clays.” Proc. Seminar on Eng. for Coastal Development Singapore s29–s40.

5. Consolidation After Undrained Piezocone Penetration. II: Interpretation

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