Investigating the Long-Term Settlement of a Tunnel Built over Improved Loessial Foundation Soil Using Jet Grouting Technique-Reference-Cited by-同舟云学术

Investigating the Long-Term Settlement of a Tunnel Built over Improved Loessial Foundation Soil Using Jet Grouting Technique

Published:2018-10 Issue:5 Volume:32 Page:04018066
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Qiu Junling¹,Liu Houquan²,Lai Jinxing³,Lai Hongpeng⁴,Chen Jianxun⁴,Wang Ke⁵

Affiliation:

1. Ph.D. Fellow, School of Highway, Chang’an Univ., Xi’an 710064, China.

2. Postgraduate Researcher, China Railway SiYuan Survey and Design Group Co., Ltd., Wuhan 430063, China; Civil Engineer, School of Highway, Chang’an Univ., Xi’an 710064, China.

3. Full Professor, School of Highway, Chang’an Univ., Xi’an 710064, China (corresponding author).

4. Full Professor, School of Highway, Chang’an Univ., Xi’an 710064, China.

5. Civil Engineer, State Key Laboratory of Rail Transit Engineering Informatization, China Railway First Survey and Design Institute Group Co., Ltd., Xi’an 710043, China; Civil Engineer, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001155

Reference57 articles.

1. Analysis of consolidation settlements caused by shield tunneling;Ao R. H.;Rock Soil Mech.,2011

2. Formation and collapse of metastable particle packings and open structures in loess deposits

3. General Theory of Three‐Dimensional Consolidation

4. Analytical Solutions for Shallow Tunnels in Saturated Ground

5. Analytical and numerical study of the effect of water pressure on the mechanical response of cylindrical lined tunnels in elastic and elasto-plastic porous media

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