Stability evaluation of circular tunnels in cohesive frictional soil under earthquake loading using the modified pseudo-dynamic approach-Reference-Cited by-同舟云学术

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Stability evaluation of circular tunnels in cohesive frictional soil under earthquake loading using the modified pseudo-dynamic approach

Published:2023-03 Issue: Volume:166 Page:107740
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Sahoo Jagdish Prasad,Gowtham G.^ORCID

Funder

Department of Science and Technology, Ministry of Science and Technology, India

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference53 articles.

1. Seismic design and analysis of underground structures;Hashash;Tunn Undergr Space Technol,2001

2. 2-D analysis of circular tunnel against earthquake loading;Pakbaz;Tunn Undergr Space Technol,2005

3. Underground opening damage from earthquakes;Sharma;Eng Geol,1991

4. Three-dimensional seismic response of a cylindrical tunnel with voids behind the lining;Yasuda;Tunn Undergr Space Technol,2019

5. 3-D seismic response analysis of long lined tunnels in half-space;Stamos;Soil Dynam Earthq Eng,1996

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic Stability of Circular Tunnels in Anisotropic Granular Soil with Surcharge Loading Based on the Modified Pseudodynamic Approach;International Journal of Geomechanics;2024-05

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