Support Pressure for Stability of Horseshoe-Shaped Tunnels in Undrained Clay Using Lower-Bound Finite-Element Limit Analysis
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil Engineering, National Institute of Technology, Uttarakhand 246174, India.
2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kanpur 208016, India (corresponding author). Emails:
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002621
Reference33 articles.
1. The Strength of Soils as Engineering Materials
2. Shear failure of anisotropic soils;Casagrande A.;Contrib. Soil Mech. (BSCE),1944
3. Bearing Capacity of Anisotropic Cohesive Soil
4. Coulomb friction, plasticity and limit loads;Drucker D. C.;Trans. Am. Soc. Mech. Eng.,1953
5. Analysis of earth pressure for shallow square tunnels in anisotropic and non-homogeneous soils
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2. New Method for Calculating Soil Pressure on Shallow Underground Structures in Layered Soil;Geotechnical and Geological Engineering;2024-07-02
3. Stability assessment of unlined tunnels with semicircular arch and straight sides in anisotropic clay;GEOMECH ENG;2023
4. Stability assessment of unlined real horseshoe-shaped tunnels in anisotropic and heterogeneous undrained clay;Environmental Earth Sciences;2023-04-25
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