Hyperstatic Reaction Method for the Design of U-Shaped Tunnel Supports-Reference-Cited by-同舟云学术

Hyperstatic Reaction Method for the Design of U-Shaped Tunnel Supports

Published:2018-06 Issue:6 Volume:18 Page:04018030
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Du D. C.¹,Dias D.²,Do N. A.³,Oreste P. P.⁴

Affiliation:

1. Ph.D. Candidate, Univ. Grenoble Alpes, CNRS, Grenoble INP, 3SR, Grenoble F-38000, France.

2. Professor, Univ. Grenoble Alpes, CNRS, Grenoble INP, 3SR, Grenoble F-38000, France (corresponding author).

3. Professor, Dept. of Underground and Mining Construction, Faculty of Civil Engineering, Hanoi Univ. of Mining and Geology, 8 Pho Vien, Duc Thang, Bac Tu Liem, Hanoi, Vietnam.

4. Professor, Dept. of LEGE, Politecnico of Torino, Torino 10125, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001127

Reference25 articles.

1. Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test. Part 2: Numerical simulation

2. Numerical modelling of ground-tunnel support interaction using bedded-beam-spring model with fuzzy parameters;Barpi F.;Gospodarka Surowcami Mineralnymi–Min. Res. Manage.,2011

3. Ground Response Curves for Rock Tunnels

4. 2D numerical investigation of segmental tunnel lining behavior

5. 2D Tunnel Numerical Investigation: The Influence of the Simplified Excavation Method on Tunnel Behaviour

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