Stability of Horseshoe Tunnel in Cohesive-Frictional Soil-Reference-Cited by-同舟云学术

Stability of Horseshoe Tunnel in Cohesive-Frictional Soil

Published:2020-09 Issue:9 Volume:20 Page:06020021
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Bhattacharya Paramita¹^ORCID,Sriharsha Penke²

Affiliation:

1. Assistant Professor, Civil Engineering Dept., Indian Institute of Technology Kharagpur, Kharagpur, West Bengal, 721302, India (corresponding author). ORCID: .

2. Former Post Graduate Student, Civil Engineering Dept., Indian Institute of Technology Kharagpur, Kharagpur, West Bengal, 721302, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001770

Reference38 articles.

1. Undrained stability of wide rectangular tunnels

2. Stability of a shallow circular tunnel in cohesionless soil

3. Finite element method and limit analysis theory for soil mechanics problems

4. Ground movement induced by parallel EPB tunnels in silty soils

5. The stability of shallow tunnels and underground openings in cohesive material

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