Mechanical Analyses of Underground Pipelines Subjected to Ground Subsidence Considering Soil-Arching Effect-Reference-Cited by-同舟云学术

Mechanical Analyses of Underground Pipelines Subjected to Ground Subsidence Considering Soil-Arching Effect

Published:2023-05 Issue:2 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:

Chen Fu-Quan¹^ORCID,Fang Si-Qian²,Lin Luo-Bin³^ORCID

Affiliation:

1. Professor, College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Rd., Fuzhou 350116, China; Professor, Key Laboratory of Geohazard Prevention of Hilly Mountains (Ministry of Natural Resources), Fujian Key Laboratory of Geohazard Prevention, Fujian 350002, China (corresponding author). ORCID: .

2. M.Sc. Student, College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Rd., Fuzhou 350116, China.

3. Lecturer, Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering, College of Civil Engineering, Fujian Univ. of Technology, No. 69 Xueyuan Rd., Shangjie University Town, Fuzhou, Fujian 350118, 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-1405

Reference31 articles.

1. Effects of Permanent Ground Deformation Patterns on Strain Demand of Pressurized Buried Continuous Steel Pipelines

2. Road surface permanent deformations with a shallowly buried steel-reinforced high-density polyethylene pipe under cyclic loading

3. Buried Pipeline Subjected to Underground Blast Load: Closed-Form Analytical Solution

4. Analysis of Beams on Pasternak Foundation Using Quintic Displacement Functions

5. A simplified elastic analysis of tunnel-piled structure interaction

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