Ground Movement Predictions for Braced Excavations in Undrained Clay-Reference-Cited by-同舟云学术

Ground Movement Predictions for Braced Excavations in Undrained Clay

Published:2006-04 Issue:4 Volume:132 Page:465-477
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Osman Ashraf S.¹²,Bolton Malcolm D.¹²

Affiliation:

1. Research Associate, Schofield Centre, Dept. of Engineering, Univ. of Cambridge, High Cross, Madingley Rd., Cambridge CB3 0EL, U.K.

2. Professor of Soil Mechanics and Director of the Schofield Centre, Dept. of Engineering, Univ. of Cambridge, High Cross, Madingley Rd., Cambridge CB3 0EL, U.K.

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%282006%29132%3A4%28465%29

Reference30 articles.

1. Becker J. M. and Haley M. X. (1990). “Up/down construction—Decision making and performance.” Proc. ASCE Conf. the Design and Performance of Earth Retaining Structures Geotech. Spec. Publ. No. 25 ASCE New York 170–189.

2. Direct Simple-Shear Tests on a Norwegian Quick Clay

3. Stability of strutted excavations in clay

4. Behaviour of diaphragm walls in clay prior to collapse

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

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