Model experimental study on the mechanism of collapse induced by leakage of underground pipeline

Bibliographic Details
Title: Model experimental study on the mechanism of collapse induced by leakage of underground pipeline
Authors: Jixiang Guo, Yanjun Zhang, Yunfeng Li, Xin Zhang, Jianqiao Zheng, Haoxin Shi, Qing Zhang, Zongfang Chen, Yongjie Ma
Source: Scientific Reports, Vol 14, Iss 1, Pp 1-16 (2024)
Publisher Information: Nature Portfolio, 2024.
Publication Year: 2024
Collection: LCC:Medicine
LCC:Science
Subject Terms: Underground space, Pipeline leakage, Collapse mechanism, Groundwater, Physical model test, Medicine, Science
More Details: Abstract The evolution and mechanism of ground collapse caused by underground water pipeline leakage have become increasingly significant as more urban areas experience collapses. Based on the principle of similarity, and considering the engineering context of road collapses in Anqing City, Anhui Province, this study designed a 3 m × 2 m × 2 m rupture-collapse model test device. Digital Image Correlation (DIC) technology was employed to investigate the erosion process and collapse mechanisms caused by underground pipeline leakage. The results indicate that groundwater seepage provides the driving force for collapses, combined with the migration space provided by defects, collectively triggering the collapses. When groundwater seepage is minimal, the cohesive forces between soil particles maintain soil stability. As groundwater seepage increases, the soil particle framework is eroded, leading to soil structure destabilization and collapse initiation. The depth of collapse significantly influences stress evolution: stress evolution intensity beneath and above the collapse pit is positively correlated with the distance from the collapse pit bottom, but negatively correlated with the distance from the defect. The research provides insights for the early warning and management of ground collapse.
Document Type: article
File Description: electronic resource
Language: English
ISSN: 2045-2322
Relation: https://doaj.org/toc/2045-2322
DOI: 10.1038/s41598-024-68824-7
Access URL: https://doaj.org/article/06346f0df93f4443a9d7ba243a6b8983
Accession Number: edsdoj.06346f0df93f4443a9d7ba243a6b8983
Database: Directory of Open Access Journals
More Details
ISSN:20452322
DOI:10.1038/s41598-024-68824-7
Published in:Scientific Reports
Language:English