Rotation of Cantilever Sheet Pile Walls-Reference-Cited by-同舟云学术

Rotation of Cantilever Sheet Pile Walls

Published:2005-02 Issue:2 Volume:131 Page:202-212
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Gopal Madabhushi S. P.¹²,Chandrasekaran V. S.¹²

Affiliation:

1. Senior Lecturer and Assistant Director (Schofield Centre), Dept. of Engineering, Univ. of Cambridge, UK; presently, Adjunct Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology, Bombay, India. E-mail: mspg1@eng.cam.ac.uk

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology, Bombay, India. E-mail: vsc@civil.iitb.ac.in

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%282005%29131%3A2%28202%29

Reference17 articles.

1. An experimental study of the behaviour of embedded lengths of cantilever walls

2. Bolton M. D. (1991a). “Abutments for bridges designed to BS5400 Phase 1—Cantilever retaining walls on spread foundations.” TRRL Rep. No. 271 U.K.

3. Bolton M. D. (1991b). “Geotechnical stress analysis for bridge abutment design.” TRRL Rep. No. 270 U.K.

4. The collapse of diaphragm walls retaining clay

5. Behaviour of diaphragm walls in clay prior to collapse

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