Pile and pile group response to tunnelling using a large diameter slurry shield – Case study in Shanghai-Reference-Cited by-同舟云学术

Pile and pile group response to tunnelling using a large diameter slurry shield – Case study in Shanghai

Published:2014-06 Issue: Volume:59 Page:21-43
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Liu Chao^ORCID,Zhang Zixin,Regueiro Richard A.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference63 articles.

1. Soil disturbance of Shanghai silty clay during EPB tunnelling;Xu;Tunnel Undergr Space Technol,2003

2. Numerical back-analyses of greenfield settlement during tunnel boring;Mathew;Can Geotech J,2012

3. Greenfield ground response to EPBM tunnelling in London Clay;Standing;Geotechnique,2013

4. Peck RB. Deep excavations and tunnelling in soft ground. In: 7th International conference on soil mechanics and foundation engineering; 1969. p. 225–90.

5. Shield tunnel construction in centrifuge;Nomoto;J Geotech Geoenviron Eng,1999

Cited by 120 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental study on shield machine cutting steel-reinforced concrete diaphragm wall;Tunnelling and Underground Space Technology;2024-11

2. Data-Based postural prediction of shield tunneling via machine learning with physical information;Computers and Geotechnics;2024-10

3. Mechanical Behavior of Single and Group Piles with a Low Cap Adjacent to Shield Tunneling in Composite Ground: Insights from Centrifugal Model Testing;Geotechnical and Geological Engineering;2024-09-04

4. Analytical solution for evaluating the responses of existing pile caused by adjacent tunnel excavation;Environmental Earth Sciences;2024-08-22

5. Ground settlement and tunnel response due to twin-curved shield tunnelling in soft ground with small clear distance;Journal of Rock Mechanics and Geotechnical Engineering;2024-08