Roof collapse of shallow tunnels with limit analysis method
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-015-2712-6.pdf
Reference19 articles.
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3. BAKER R. Nonlinear mohr envelopes based on triaxial data [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130(5): 498–506.
4. SLOAN S W, ASSADI A. Undrained stability of a square tunnel in a soil whose strength increases linearly with depth [J]. Computers and Geotechnics, 1991, 12(4): 321–346.
5. CHAMBON P, CORTÉ J F. Shallow tunnels in cohesionless soil: Stability of tunnel face [J]. Journal of Geotechnical Engineering, 1994, 120(7): 1148–1165.
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