Seismic Stability Analysis of Square and Rectangular Tunnels in Cohesive-Frictional Soils-Reference-Cited by-同舟云学术

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Seismic Stability Analysis of Square and Rectangular Tunnels in Cohesive-Frictional Soils

Published:2024-08 Issue:3 Volume:25 Page:
ISSN:1527-6988
Container-title:Natural Hazards Review
language:en
Short-container-title:Nat. Hazards Rev.

Author:

Gowtham G.¹^ORCID,Sahoo Jagdish Prasad²

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, Uttar Pradesh 208016, India. ORCID: .

2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, Uttar Pradesh 208016, India (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/NHREFO.NHENG-1955

Reference37 articles.

1. Undrained stability of wide rectangular tunnels

2. Undrained Stability of Shallow Square Tunnel

3. Static and seismic bearing capacity of shallow strip foundations on slopes

4. Chen, F., W. Kang, Z. Yang, and L. Xu. 2022. “Seismic pseudo-static active earth pressure of narrow c-φ soils on gravity walls under translational mode.” In Soil dynamics and earthquake engineering, 161. Amsterdam, Netherlands: Elsevier.

5. Effect of Depth on the Seismic Response of Square Tunnels

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