Simulation of Shield Tunneling Behavior along a Curved Alignment in a Multilayered Ground-Reference-Cited by-同舟云学术

Simulation of Shield Tunneling Behavior along a Curved Alignment in a Multilayered Ground

Published:2007-06 Issue:6 Volume:133 Page:684-694
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Sugimoto Mitsutaka¹²³⁴,Sramoon Aphichat¹²³⁴,Konishi Shinji¹²³⁴,Sato Yutaka¹²³⁴

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Nagaoka Univ. of Technology, 1603-1 Kamitomioka, Nagaoka, Niigata 940-2188, Japan. E-mail: sugimo@vos.nagaokaut.ac.jp

2. Senior Engineer, TEAM Engineering Consulting and Management Co., Ltd., 151 TEAM Building, Nuanchan Rd., Klongkum, Buengkum, Bangkok 10230, Thailand. E-mail: aphichat_s@team.co.th

3. Chief Researcher, Tunnel Engineering Laboratory, Railway Technical Research Institute, 2-8-38 Hikari, Kokubunji, Tokyo 185-8540, Japan. E-mail: konishi@rtri.or.jp

4. Senior Researcher, Tunnel Engineering Laboratory, Railway Technical Research Institute, 2-8-38 Hikari, Kokubunji, Tokyo 185-8540, Japan. E-mail: sugar@rtri.or.jp

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282007%29133%3A6%28684%29

Reference15 articles.

1. Finite-element analysis of the stress-deformation behavior of soil considering the execution procedures during shield work;Akagi H.;J. Japan. Soc. Civ. Eng.,1993

2. Measured Soil Response to EPB Shield Tunneling

3. Evaluation of Soil Response to EPB Shield Tunneling

4. Fujita K. (1989). “Underground construction tunnel underground transportation: Special lecture B.” Proc. 12th Int. Conf. on Soil Mech. Found. Eng. Rio de Janeiro Vol. 5 2159–2176.

5. Soil Tunnel Test Section: Case History Summary

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