Prevention of the ground subsidence by using the foot reinforcement side pile during the shallow overburden tunnel excavation in unconsolidated ground-Reference-Cited by-同舟云学术

Prevention of the ground subsidence by using the foot reinforcement side pile during the shallow overburden tunnel excavation in unconsolidated ground

Published:2017-03 Issue: Volume:63 Page:194-204
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Cui Ying,Kishida Kiyoshi,Kimura Makoto

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference27 articles.

1. Experimental study on the distribution of earth pressure and surface settlement through three-dimensional trapdoor tests;Adachi;Tunn. Undergr. Space Technol.,2003

2. Surface subsidence above shallow sandy ground tunnel;Adachi;JSCE J. Geotech. Eng.,1986

3. Identification and prediction of deformation behavior around a shallow NATM tunnel using strain softening model;Akutagawa;Tunn. Undergr. Space Technol.,2006

4. Experimental study on effect of auxiliary methods for simultaneous settlement at subsurface and surface during shallow overburden tunnel excavation;Cui;Jpn. Geotech. J.,2007

5. Shallow tunnelling method (STM) for subway station construction in soft ground;Fang;Tunn. Undergr. Space Technol.,2012

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