Dual-Beam Mathematical Model for Mechanical Response of Buried Pipeline and Pavement Structures Subjected to Ground Subsidence-Reference-Cited by-同舟云学术

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Dual-Beam Mathematical Model for Mechanical Response of Buried Pipeline and Pavement Structures Subjected to Ground Subsidence

Published:2023-11 Issue:4 Volume:14 Page:
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Jiang Guo-ping¹,Fang Si-qian²,Chen Fu-quan³^ORCID,Chen Hao-biao⁴^ORCID

Affiliation:

1. Professor, School of Engineering, Fujian Jiangxia Univ., No. 2 Xiyuangong Rd., Fuzhou 350116, China; mailing address: Fuzhou 350108, China.

2. Master’s Student, College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Rd., Fuzhou 350116, China.

3. Professor, College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Rd., Fuzhou 350116, China (corresponding author). ORCID: .

4. Ph.D. Candidate, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., 800 Dongchuan Rd., Shanghai 200240, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPSEA2.PSENG-1462

Reference32 articles.

1. Experimental study on the distribution of earth pressure and surface settlement through three-dimensional trapdoor tests

2. Semi analytical solution of a rigid pavement under a moving load on a Kerr foundation model

3. Prediction of Undrained Sinkhole Collapse

4. Closure to “Bearing Capacity of Strip Footing above Void” by R. L. Baus and M. C. Wang (January, 1983)

5. Deformation behaviors of geocell reinforcement in Pasternak ground;Bian X.-C.;Eng. Mech.,2012

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