A simplified analytical solution for deformation behavior of existing tunnels subjected to influences of landslides-Reference-Cited by-同舟云学术

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A simplified analytical solution for deformation behavior of existing tunnels subjected to influences of landslides

Published:2021-04-17 Issue:6 Volume:80 Page:4651-4672
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Zhang Zhiguo,Zhang Mengxi,Zhao Qihua,Fang Lei,Ma Shaokun,Lv Xilin

Funder

National Natural Science Foundation of China

State Key Laboratory of Geohazard Prevention and Geoenvironment Protection

Key Laboratory of Geohazard Prevention of Hilly Mountains, Ministry of Natural Resources, Fujian Key Laboratory of Geohazard Prevention

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10064-021-02230-5.pdf

Reference63 articles.

1. Antronico L, Borrelli L, Coscarelli R, Gullà G (2015) Time evolution of landslide damages to buildings: the case study of Lungro (Calabria, Southern Italy). B Eng Geol Environ 74(1):47–59

2. Bandini A, Berry P, Boldini D (2015) Tunnelling-induced landslides: the Val di Sambro tunnel case study. Eng Geol 196(9):71–87

3. Barla G (2018) Numerical modeling of deep-seated landslides interacting with man-made structures. J Rock Mech Geotech Eng 10(6):1020–1036

4. Bayer B, Simoni A, Schmidt D, Bertello L (2017) Using advanced InSAR techniques to monitor landslide deformations induced by tunneling in the Northern Apennines, Italy. Eng Geol 226(8):20–32

5. Bobet A (2001) Analytical solutions for shallow tunnels in saturated ground. ASCE J Eng Mech 127(12):1258–1266

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