Pressures on the lining of a large shield tunnel with a small overburden: A case study-Reference-Cited by-同舟云学术

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Pressures on the lining of a large shield tunnel with a small overburden: A case study

Published:2017-04 Issue: Volume:64 Page:1-9
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Han Lei,Ye Guan-lin,Chen Jin-jian,Xia Xiao-he,Wang Jian-hua

Funder

National Nature Science Foundation of China

Science and Technology Commission of Shanghai Municipality

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference34 articles.

1. Stability of a shallow circular tunnel in cohesionless soil;Atkinson;Geotechnique,1977

2. Ten years of bored tunnels in the Netherlands: Part II structural issues;Bakker,2008

3. Field measurements of grout pressures during tunnelling of the Sophia rail tunnel;Bezuijen;Soils Found.,2004

4. Internal forces arising in the segmental lining of an earth pressure balance-bored tunnel;Bilotta;J. Geotech. Geoenviron. Eng.,2013

5. Mechanical behavior of segment rebar of shield tunnel in construction stage;Chen;J. Zhejiang Univ. Sci. A,2008

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