Undrained stability of a single circular tunnel in spatially variable soil subjected to surcharge loading-Reference-Cited by-同舟云学术

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Undrained stability of a single circular tunnel in spatially variable soil subjected to surcharge loading

Published:2017-04 Issue: Volume:84 Page:16-27
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Ali Abid,Lyamin A.V.,Huang Jinsong,Sloan S.W.,Cassidy M.J.

Funder

Australian Research Council

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference40 articles.

1. Undrained stability of wide rectangular tunnels;Abbo;Comput Geotech,2013

2. Ali A, Lyamin AV, Huang J, Li JH, Cassidy MJ, Sloan SW. Probabilistic stability assessment using adaptive limit analysis and random fields; 2016, (in press), http://dx.doi.org/10.1007/s11440-016-0505-1.

3. Undrained stability of shallow square tunnel;Assadi;J Geotech Eng,1991

4. Chong T, Phoon KK, Soubra AH. Stability analysis of a pressurized tunnel face in a spatially varying sand using the statical approach of limit analysis. In: Safety, reliability, risk and life-cycle performance of structures and infrastructures – proceedings of the 11th international conference on structural safety and reliability, ICOSSAR 2013; 2013.

5. Face stability evaluation of a TBM-driven tunnel in heterogeneous soil using a probabilistic approach;Eshraghi;Int J Geomech,2014

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