Undrained stability of a square tunnel where the shear strength increases linearly with depth-Reference-Cited by-同舟云学术

Undrained stability of a square tunnel where the shear strength increases linearly with depth

Published:2013-04 Issue: Volume:49 Page:314-325
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Wilson Daniel W.,Abbo Andrew J.,Sloan Scott W.,Lyamin Andrei V.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference23 articles.

1. The mechanics of soils and foundations;Atkinson,2007

2. Undrained stability of a shallow square tunnel;Assadi;J Geotech Div ASCE,1991

3. Cairncross AM. Deformation around model tunnels in stiff clay, PhD Thesis. University of Cambridge; 1973.

4. Atkinson JH, Cairncross AM. Collapse of a shallow tunnel in a Mohr-Coulomb material. In: Role of plasticity in soil mechanics, Cambridge; 1973. p. 202–06.

5. Seneviratne HN. Deformations and pore-pressures around model tunnels in soft clay, PhD thesis. University of Cambridge; 1979.

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