Undrained Stability of Braced Excavations in Clay-Reference-Cited by-同舟云学术

Undrained Stability of Braced Excavations in Clay

Published:2003-08 Issue:8 Volume:129 Page:738-755
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ukritchon Boonchai¹,Whittle Andrew J.²,Sloan Scott W.³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering. Chulalongkorn Univ., Bangkok, Thailand.

2. Professor, Dept. of Civil & Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139.

3. Professor, Dept. of Civil, Surveying, and Environmental Engineering, The Univ. of Newcastle, NSW 2308, Australia.

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%282003%29129%3A8%28738%29

Reference38 articles.

1. The use of the Slip Circle in the Stability Analysis of Slopes

2. Influence of Foundation Depth on Cohesionless Soils

3. Brinkgreve R. B. J. and Bakker H. L. (1991). “Nonlinear finite-element analysis of safety factors.” Proc. 7th Int. Conf. on Comp. Methods and Advances in Geomechanics Cairns Balkema 2 1117–1122.

4. Clay anisotropy and braced wall behavior.;Clough G. W.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1981

5. Measured Behavior of Braced Wall in Very Soft Clay

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