Safety factor analysis of a tunnel face with an unsupported span in cohesive-frictional soils-Reference-Cited by-同舟云学术

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Safety factor analysis of a tunnel face with an unsupported span in cohesive-frictional soils

Published:2020-01 Issue: Volume:117 Page:103221
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Zhang Xiao,Wang Mingnian,Li Jiawang,Wang Zhilong,Tong Jianjun,Liu Dagang

Funder

National Natural Science Foundation of China

China Railway Corporation Science and Technology Research and Development Program

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference26 articles.

1. The stability of a tunnel face with a free span and a non-uniform support;Anagnostou;Geotechnik,2013

2. Determination of the round length for tunnel excavation in weak rock;Lee;Tunn Undergr Space Technol,2008

3. Shallow tunnels in cohesionless soil: stability of tunnel face;Chambon;J Geotech Eng,1994

4. Takano D, Otani J, Nagatani H, Mukunoki T. Application of X-ray CT on boundary value problems in geotechnical engineering: research on tunnel face failure. In: GeoCongress 2006: Geotechnical Engineering in the Information Technology Age; 2006. p. 1–6.

5. Study on evaluation method of tunnel face stability;Mashimo;Doboku Gakkai Ronbunshu,1999

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