Responses of the ground and adjacent pile to excavation of U-shaped tunnel-Reference-Cited by-同舟云学术

Responses of the ground and adjacent pile to excavation of U-shaped tunnel

Published:2021-02 Issue: Volume:130 Page:103919
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Liu Bo,Yu Zhiwei,Yao Biao,Han Yanhui,Liu Heng,Wang Shijie

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference23 articles.

1. Responses of single piles to tunneling-induced soil movements in sandy ground;Lee;Canadian Geotechnical Journal,2007

2. Centrifuge modelling of tunnelling near driven piles;Jacobsz;Soils Found,2004

3. Three-dimensional centrifuge modelling of the effects of twin tunnelling on an existing pile;Ng;Tunn Undergr Sp Tech,2012

4. Experimental Investigation of Single Model Pile and Pile Group Behavior in Saturated and Unsaturated Sand;Al-Khazaali;J. Geotech. Geoenviron. Eng.,2019

5. Influence zones for 2D pile-soil-tunneling interaction based on model test and numerical analysis;Lee;Tunnelling and Underground Space Technology,2006

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