Influence of Flooded Loessial Overburden on the Tunnel Lining: Case Study-Reference-Cited by-同舟云学术

Influence of Flooded Loessial Overburden on the Tunnel Lining: Case Study

Author:

Lai Hongpeng¹,Song Weilong²,Liu Yuyang³,Chen Rui⁴

Affiliation:

1. Professor, School of Highway, Chang’an Univ., S. 2nd Ring Rd., Xi’an 710064, China (corresponding author).

2. Ph.D. Candidate, School of Transportation, Southeast Univ., Nanjing 210096, China.

3. Lecturer, School of Architecture and Civil Engineering, Xi’an Univ. of Science and Technology, Xi’an 710054, China.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference24 articles.

2. ANSYS version 12.0 [Computer software]. ANSYS Pittsburgh.

3. Research on unsymmetrical load effect and lining cracks of a highway tunnel;Ban H. K.;Chin. J. Rock Mech. Eng.,2005

Cited by 42 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