Experimental investigation into the effects of voids on the response of buried flexible pipes subjected to incrementally increasing cyclic loading-Reference-Cited by-同舟云学术

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Experimental investigation into the effects of voids on the response of buried flexible pipes subjected to incrementally increasing cyclic loading

Published:2024-01 Issue: Volume:176 Page:108268
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Aljaberi Mohammad^ORCID,Elshesheny Ahmed,Mohamed Mostafa,Sheehan Therese

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference43 articles.

1. Second progress report to the joint concrete culvert pipe committee;Marston,1922

2. The theory of external loads on closed conduits in the light of the latest experiments;Marston,1930

3. A theory on loads on negative projecting conduits;Spangler,1950

Cited by 1 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

1. Reducing Load Transfer to Buried Pipes Through Coupled Use of Geogrid Reinforcement and Sand Rubber Zone in the Backfill Material;Transportation Infrastructure Geotechnology;2024-08-27

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