Undrained stability of a square tunnel in a soil whose strength increases linearly with depth-Reference-Cited by-同舟云学术

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Undrained stability of a square tunnel in a soil whose strength increases linearly with depth

Published:1991-01 Issue:4 Volume:12 Page:321-346
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Sloan S.W.,Assadi A.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference7 articles.

1. Lower bound limit analysis using finite elements and linear programming;Sloan;Int. J. Numer. Anal. Methods in Geomech.,1988

2. A steepest edge active set algorithm for solving sparse linear programming problems;Sloan;Int. J. Numer. Methods Eng.,1988

3. Limit analysis of plane problems in soil mechanics;Lysmer;J. Soil Mech. Found. Div., ASCE,1970

4. Finite element limit analysis using linear programming;Anderheggen;Int. J. Solids and Structures,1972

5. Limit analysis: numerical determination of complete statical solutions; application to the vertical cut;Pastor;J. de Mechanique Appliquee,1978

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