A new pseudo-static loading scheme for the hyperstatic reaction method - case of sub-rectangular tunnels under seismic conditions-Reference-Cited by-同舟云学术

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A new pseudo-static loading scheme for the hyperstatic reaction method - case of sub-rectangular tunnels under seismic conditions

Published:2023-04-14 Issue:3 Volume:8 Page:340-356
ISSN:2378-9689
Container-title:Sustainable and Resilient Infrastructure
language:en
Short-container-title:Sustainable and Resilient Infrastructure

Author:

Do Ngoc Anh¹^ORCID,Pham Van Vi²^ORCID,DIAS Daniel³^ORCID

Affiliation:

1. Department of Underground and Mining Construction, Faculty of Civil Engineering, Hanoi University of Mining and Geology, Hanoi, Vietnam

2. Faculty of Civil Engineering, Hanoi University of Mining and Geology, Hanoi, Vietnam

3. Laboratory 3SR, CNRS UMR 5521, Grenoble Alpes University, Grenoble, France

Funder

Vingroup Innovation Foundation

Publisher

Informa UK Limited

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Geography, Planning and Development,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/23789689.2023.2200521

Reference33 articles.

1. Close construction effect and lining behavior during tunnel excavation with an elliptical cross-section

2. Numerical modelling of the transverse dynamic behaviour of circular tunnels in clayey soils

3. Numerical Analysis and Shaking Table Test of Seismic Response of Tunnel in a Loess Soil Considering Rainfall and Traffic Load

4. Effect of depth on seismic response of circular tunnels

5. Behaviour of segmental tunnel linings under seismic loads studied with the hyperstatic reaction method

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