Theoretical Model of Shield Behavior During Excavation. II: Application-Reference-Cited by-同舟云学术

Theoretical Model of Shield Behavior During Excavation. II: Application

Published:2002-02 Issue:2 Volume:128 Page:156-165
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Sramoon Aphichat¹,Sugimoto Mitsutaka²,Kayukawa Kouji³

Affiliation:

1. Research Associate, Dept. of Civil and Environmental Engineering, Nagaoka Univ. of Technology, 1603-1 Kamitomioka, Nagaoka, Niigata 940-2188, Japan.

2. Professor, Dept. of Civil and Environmental Engineering, Nagaoka Univ. of Technology, 1603-1 Kamitomioka, Nagaoka, Niigata 940-2188, Japan.

3. Senior Research Engineer, Technical Research Institute, Hazama Co., Ltd., 515-1 Karima, Tsukuba, Ibaragi 305-0822, Japan.

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%282002%29128%3A2%28156%29

Reference18 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. Jaky J. (1948). “Pressures in soils.” Proc. 2nd Int. Conf. Soil Mech. Found. Eng. Balkema Rotterdam The Netherlands Vol. 1 103–107.

5. Finite Element Modelling of Excavation and Advancement Processes of a Shield Tunnelling Machine

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