Stability analysis of a pressurized tunnel face in a spatially varying sand using the statical approach of limit analysis-Reference-Cited by-同舟云学术

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Stability analysis of a pressurized tunnel face in a spatially varying sand using the statical approach of limit analysis

Published:2014-01-09 Issue: Volume: Page:2003-2007
ISSN:
Container-title:Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures
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Author:

Chong Tang,Phoon K,Soubra A

Publisher

CRC Press

Reference8 articles.

1. Shallow Tunnels in Cohesionless Soil: Stability of Tunnel Face

2. Mesh adaptive computation of upper and lower bounds in limit analysis

3. Risk Assessment in Geotechnical Engineering

4. Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material

5. Lower bound limit analysis using non-linear programming

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1. Stochastic assessment of 3‐D tunnels in near‐fault ground motion using modified domain reduction method;International Journal for Numerical and Analytical Methods in Geomechanics;2024-04

2. Undrained stability analysis of strip footings lying on circular voids with spatially random soil;Computers and Geotechnics;2021-05

3. Stochastic analysis of dual tunnels in spatially random soil;Computers and Geotechnics;2021-01

4. Undrained Stability of an Unlined Square Tunnel in Spatially Random Soil;Geo-Risk 2017;2017-06

5. Undrained stability of a single circular tunnel in spatially variable soil subjected to surcharge loading;Computers and Geotechnics;2017-04

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