Elastoplastic Solution for Soil-Pipe-Tunnel Interaction-Reference-Cited by-同舟云学术

Elastoplastic Solution for Soil-Pipe-Tunnel Interaction

Published:2007-07 Issue:7 Volume:133 Page:782-792
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Klar A.¹²³⁴,Vorster T. E.¹²³⁴,Soga K.¹²³⁴,Mair R. J.¹²³⁴

Affiliation:

1. Senior Lecturer, Dept. of Structural Engineering and Construction Management, Technion—Israel Institute of Technology, Technion City, Haifa, 32000, Israel.

2. Geotechnical Engineer and Associate, Africon Engineering International (Pty) Ltd., P.O. Box 905, Pretoria, 0001, South Africa; formerly, Cambridge Univ., U.K.

3. Reader in Geomechanics, Dept. of Engineering, Univ. of Cambridge, Trumpington Street, Cambridge CB2 1PZ, U.K.

4. Professor of Geotechnical Engineering, Dept. of Engineering, Univ. of Cambridge, Trumpington Street, Cambridge CB2 1PZ, 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%282007%29133%3A7%28782%29

Reference15 articles.

1. The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction

2. Errors in ground distortions due to settlement trough adjustment

3. Uplift Resistance of Buried Pipelines in Sand

4. Jacobsz S. W. (2002). “The effect of tunneling on piles foundations.” Ph.D. thesis Cambridge Univ. U.K.

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