Strategies to Reduce Ground Settlement from Shallow Tunnel Excavation: A Case Study in China-Reference-Cited by-同舟云学术

Strategies to Reduce Ground Settlement from Shallow Tunnel Excavation: A Case Study in China

Published:2016-05 Issue:5 Volume:142 Page:04016001
ISSN:0733-9364
Container-title:Journal of Construction Engineering and Management
language:en
Short-container-title:J. Constr. Eng. Manage.

Author:

Zhang Limao¹,Wu Xianguo²,Liu Huitao³

Affiliation:

1. Postdoctoral Research Fellow, Dept. of Civil and Environmental Engineering, Hole School of Construction Engineering, Univ. of Alberta, 5-047 Markin/Canadian Natural Resources Limited and Natural Resources Engineering Facility, Edmonton, AB, Canada T6G 2W2.

2. Professor, School of Civil Engineering and Mechanics, Huazhong Univ. of Science and Technology, Wuhan, Hubei 430074, China.

3. Civil Engineer, Infrastructure Dept. of TongJi Hospital, TongJi Medical College Huazhong Univ. of Science and Technology, Wuhan, Hubei 430030, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Strategy and Management,Industrial relations,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CO.1943-7862.0001087

Reference36 articles.

1. Assessment of optimum settlement of structure adjacent urban tunnel by using neural network methods

2. Compaction grouting to control ground movements during tunneling;Baker W.;Underground Space,1983

3. BMCC (Beijing Municipal Construction Committee). (2007). “Technical code for monitoring measurement of subway engineering.” BMCC DB11/490-2007 Beijing.

4. Analytical Solutions for Shallow Tunnels in Saturated Ground

5. Building Response to Excavation‐Induced Settlement

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