Risk Analysis of the Opening of Shield-Tunnel Circumferential Joints Induced by Adjacent Deep Excavation-Reference-Cited by-同舟云学术

Risk Analysis of the Opening of Shield-Tunnel Circumferential Joints Induced by Adjacent Deep Excavation

Published:2018-02 Issue:1 Volume:32 Page:04017123
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Han Jian-yong¹,Zhao Wen²,Jia Peng-jiao³,Guan Yong-ping⁴,Chen Yang¹,Jiang Bao-feng¹

Affiliation:

1. Ph.D. Student, School of Resources and Civil Engineering, Northeastern Univ., No. 3-11, Wenhua Rd., Heping District, Shenyang 110819, China.

2. Professor, School of Resources and Civil Engineering, Northeastern Univ., No. 3-11, Wenhua Rd., Heping District, Shenyang 110819, China.

3. Ph.D. Student, School of Resources and Civil Engineering, Northeastern Univ., No. 3-11, Wenhua Rd., Heping District, Shenyang 110819, China (corresponding author).

4. Engineer, China Railway Design Corporation, No. 10, Minjiang Rd., Hebei District, Tianjin 300142, 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.1943-5509.0001122

Reference22 articles.

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2. Calculation of tunnel heaving due to unloading of pit excavation;Chen Y.;Underground Space,2005

3. Cui Y. Zhang S. M. Feng T. Wang X. Q. and Sun M. M. (2015). “Study on influence of foundation pit excavation on existing tunnels.” Proc. 4th Int. Conf. on Civil Architectural and Hydraulic Engineering (ICCAHE 2015) CRC Press Boca Raton FL 407.

4. Study on effect of construction loads on longitudinal deformation of adjacent metro tunnels;Dai H. W.;Chin. J. Geotech. Eng.,2006

5. Tunnel complex unloaded by a deep excavation

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