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contributor authorGuangyuan Wang
contributor authorZhengdong Deng
contributor authorHaoli Xu
contributor authorDaqing Wang
contributor authorZhao Lu
date accessioned2022-01-31T23:33:21Z
date available2022-01-31T23:33:21Z
date issued4/1/2021
identifier other%28ASCE%29MT.1943-5533.0003630.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269934
description abstractFoamed concrete backfill has been proved to be an ideal material to improve the bearing capacity of underground engineering structures with the exception of buried pipelines. In order to study the role of foamed concrete backfill in improving the antiexplosion performance of buried pipelines, ANSYS/LS-DYNA finite-element software is used to analyze the dynamic response of buried pipelines under explosion load. The stress, velocity, acceleration, and displacement responses of the elements and nodes at the specified position on the pipe cross section and pipe shaft are investigated. The results show that after adding foamed concrete backfill, the effective stress, velocity, acceleration, and displacement peak attenuation reach 3%–8%, 4%–20%, 3%–22%, and 10% respectively, indicating that foamed concrete backfill can effectively improve the antiexplosion performance of buried pipelines. In this paper, the influence of physical and mechanical parameters of backfill on the dynamic response of pipelines is investigated as well.
publisherASCE
titleApplication of Foamed Concrete Backfill in Improving Antiexplosion Performance of Buried Pipelines
typeJournal Paper
journal volume33
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003630
journal fristpage04021052-1
journal lastpage04021052-6
page6
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 004
contenttypeFulltext


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