Numerical analysis of pile response to open face tunnelling in stiff clay-Reference-Cited by-同舟云学术

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Numerical analysis of pile response to open face tunnelling in stiff clay

Published:2013-06 Issue: Volume:51 Page:116-127
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Lee C.J.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference36 articles.

1. Soil movements induced by tunnelling and their effects on pipelines and structures;Attewell,1986

2. Ten years of bored tunnels in the Netherlands;Bakker;Geotechniek,2008

3. Introduction to tunnel construction;Chapman,2010

4. Pile responses caused by tunnelling;Chen;J Geotech Geoenviron Eng ASCE,1999

5. Finite element analysis of tunnel–soil–pile interaction using displacement controlled model;Cheng;Tunnel Underground Space Technol,2007

Cited by 44 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. Evaluation of response mechanisms in an elevated pile group subjected to lateral loading caused by twin-tunnelling;Computers and Geotechnics;2024-07

2. Insights from 3D numerical simulations on the impact of tunnelling on vertical and battered pile groups under lateral loading;Computers and Geotechnics;2024-05

3. Influence of pile-raft connection on lateral performance of combined pile-raft foundations adjacent to tunnelling;Underground Space;2024-04

4. Effect of single and dual voids on vertical capacity of large-diameter monopiles in marine clay;Marine Georesources & Geotechnology;2024-01-08

5. Mechanism of Structural Defects in Cut-and-Cover Tunnels within High-Fill Regions and Gradient Pile Foundation Reinforcement Technology;2024

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