An improved method to calculate the vertical earth pressure for deep shield tunnel in Shanghai soil layers-Reference-Cited by-同舟云学术

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An improved method to calculate the vertical earth pressure for deep shield tunnel in Shanghai soil layers

Published:2018-05 Issue: Volume:75 Page:43-66
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Chen Kai-Hua,Peng Fang-Le

Funder

NSFC

National Key Technology

National Basic Research

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference36 articles.

1. PLAXIS Version 8 Material Model Manual;Brinkgereve,2003

2. Failure mechanisms in sand over a deep active trapdoor;Costa;J. Geotech. Geoenviron. Eng.,2009

3. Interaction of tunnel linings and soft ground;EI-Nahhas;Tunn. Undergr. Space Technol.,1992

4. Observation of Lining Pressure Due to Shield Tunneling;Hashimoto,2002

5. Investigation of soil arching with centrifuge tests;Iglesia;J. Geotech. Geoenviron. Eng.,2013

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