Axisymmetric Failure Mechanism of a Deep Cavity in Layered Soils Subjected to Pore Pressure
Author:
Affiliation:
1. Professor, School of Civil Engineering, Central South Univ., Hunan 410075, China (corresponding author).
2. Master student, School of Civil Engineering, Central South Univ., Hunan 410075, China.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000911
Reference23 articles.
1. Extended limit design theorems for continuous media
2. Limit analysis of collapse mechanisms in cavities and tunnels according to the Hoek–Brown failure criterion
3. Analytical solutions for collapse mechanisms in tunnels with arbitrary cross sections
4. Evaluation of impending collapse in circular tunnels by analytical and numerical approaches
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