Deformation and mechanical characteristics of tunneling in squeezing ground: A case study of the west section of the Tawarazaka Tunnel in Japan-Reference-Cited by-同舟云学术

Deformation and mechanical characteristics of tunneling in squeezing ground: A case study of the west section of the Tawarazaka Tunnel in Japan

Published:2021-03 Issue: Volume:109 Page:103697
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Wang Xiaoshan,Iura Tomomi,Jiang Yujing,Wang Zaiquan,Liu Richeng

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shandong Province

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference66 articles.

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2. Shear strength criteria for rock, rock joints, rockfill and rock masses: Problems and some solutions;Barton;J. Rock Mech. Geotech. Eng.,2013

3. Barla, G., 2001. Tunnelling under squeezing rock conditions. Eurosummer-School in Tunnel Mechanics, Innsbruck, pp. 169–268.

4. Barla, G., 2009. Innovative tunneling construction method to cope with squeezing at the Saint Martin La Porte access adit (Lyon-Turin Base Tunnel). In: ISRM Regional Symposium-EUROCK 2009. International Society for Rock Mechanics.

5. The performance of a TBM in a squeezing ground at Uluabat, Turkey;Bilgin;Tunnel. Underground Space Technol.,2012

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