Analytical stress and displacement of twin noncircular tunnels in elastic semi-infinite ground-Reference-Cited by-同舟云学术

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Analytical stress and displacement of twin noncircular tunnels in elastic semi-infinite ground

Published:2023-08 Issue: Volume:160 Page:105520
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Zeng G.S.,Wang H.N.^ORCID,Jiang M.J.

Funder

National Natural Science Foundation of China

State Key Laboratory for Disaster Reduction in Civil Engineering

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference23 articles.

1. Numerical analysis of the interaction between twin-tunnels: influence of the relative position and construction procedure;Chehade;Tunn. Undergr. Sp. Tech.,2008

2. Impact of blasting at tunnel face on an existing adjacent tunnel;Dang;Int. J. GEOMATE.,2018

3. Numerical analysis of surface subsidence in asymmetric parallel highway tunnels;Das;J. Rock. Mech. Geotech.,2017

4. 3D numerical investigation on the interaction between mechanized twin tunnels in soft ground;Do;Environ. Earth. Sci.,2015

5. An analytical solution for deforming twin-parallel tunnels in an elastic half plane;Fu;Int. J. Numer. Anal. Met.,2015

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