Influence of Buried Pipeline Leakage on the Development of Cavities in the Subgrade

The rapid pace of urbanization has led to an increasing frequency of road collapses, posing a significant threat to urban traffic safety. Underground pipeline leakage stands out as the primary cause of such collapses. This paper presents a macroscopic analysis of the subgrade seepage erosion process...

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Main Authors: Xianghua Chen, Wenxin Chen, Liyuan Zhao, Yekai Chen
Format: Article
Language:English
Published: MDPI AG 2023-07-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/13/7/1848
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author Xianghua Chen
Wenxin Chen
Liyuan Zhao
Yekai Chen
author_facet Xianghua Chen
Wenxin Chen
Liyuan Zhao
Yekai Chen
author_sort Xianghua Chen
collection DOAJ
description The rapid pace of urbanization has led to an increasing frequency of road collapses, posing a significant threat to urban traffic safety. Underground pipeline leakage stands out as the primary cause of such collapses. This paper presents a macroscopic analysis of the subgrade seepage erosion process caused by pipeline leakage. Model tests were conducted to investigate the formation mechanism and explore the influence of water level, water flow rate, and soil type. The study revealed that the subgrade seepage erosion caused by pipeline leakage undergoes four distinct stages: infiltration, slow erosion, rapid erosion, and erosion convergence. Soil erosion shares similarities with sand erosion in its developmental process. The water level plays a pivotal role in determining the shape and size of the eroded area caused by sand seepage erosion. The size of the erosion cavities formed during the soil seepage erosion increased along with the increase in the water flow rate. The size of the erosion cavity increased by up to 55.7% when the flow rate was increased by three times. In addition, clay soils do not undergo significant erosional damage but do produce significant settlement. The soil erosion process caused by underground leakages in pipelines was investigated using model tests in this study, which provided valuable information for researchers performing an in-depth analysis of the mechanism of roadbed cavities generated by urban underground pipeline leakage, which is critical for safeguarding people’s travel safety and decreasing social and economic losses.
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spelling doaj.art-8de0cc3e7d014d3e8df29562afc8c3a02023-11-18T18:39:53ZengMDPI AGBuildings2075-53092023-07-01137184810.3390/buildings13071848Influence of Buried Pipeline Leakage on the Development of Cavities in the SubgradeXianghua Chen0Wenxin Chen1Liyuan Zhao2Yekai Chen3Guangzhou Traffic Design and Research Institute Co., Ltd., Guangzhou 510430, ChinaSchool of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, ChinaSchool of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, ChinaSchool of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, ChinaThe rapid pace of urbanization has led to an increasing frequency of road collapses, posing a significant threat to urban traffic safety. Underground pipeline leakage stands out as the primary cause of such collapses. This paper presents a macroscopic analysis of the subgrade seepage erosion process caused by pipeline leakage. Model tests were conducted to investigate the formation mechanism and explore the influence of water level, water flow rate, and soil type. The study revealed that the subgrade seepage erosion caused by pipeline leakage undergoes four distinct stages: infiltration, slow erosion, rapid erosion, and erosion convergence. Soil erosion shares similarities with sand erosion in its developmental process. The water level plays a pivotal role in determining the shape and size of the eroded area caused by sand seepage erosion. The size of the erosion cavities formed during the soil seepage erosion increased along with the increase in the water flow rate. The size of the erosion cavity increased by up to 55.7% when the flow rate was increased by three times. In addition, clay soils do not undergo significant erosional damage but do produce significant settlement. The soil erosion process caused by underground leakages in pipelines was investigated using model tests in this study, which provided valuable information for researchers performing an in-depth analysis of the mechanism of roadbed cavities generated by urban underground pipeline leakage, which is critical for safeguarding people’s travel safety and decreasing social and economic losses.https://www.mdpi.com/2075-5309/13/7/1848road collapsepipeline leakageseepage erosionmodel tests
spellingShingle Xianghua Chen
Wenxin Chen
Liyuan Zhao
Yekai Chen
Influence of Buried Pipeline Leakage on the Development of Cavities in the Subgrade
Buildings
road collapse
pipeline leakage
seepage erosion
model tests
title Influence of Buried Pipeline Leakage on the Development of Cavities in the Subgrade
title_full Influence of Buried Pipeline Leakage on the Development of Cavities in the Subgrade
title_fullStr Influence of Buried Pipeline Leakage on the Development of Cavities in the Subgrade
title_full_unstemmed Influence of Buried Pipeline Leakage on the Development of Cavities in the Subgrade
title_short Influence of Buried Pipeline Leakage on the Development of Cavities in the Subgrade
title_sort influence of buried pipeline leakage on the development of cavities in the subgrade
topic road collapse
pipeline leakage
seepage erosion
model tests
url https://www.mdpi.com/2075-5309/13/7/1848
work_keys_str_mv AT xianghuachen influenceofburiedpipelineleakageonthedevelopmentofcavitiesinthesubgrade
AT wenxinchen influenceofburiedpipelineleakageonthedevelopmentofcavitiesinthesubgrade
AT liyuanzhao influenceofburiedpipelineleakageonthedevelopmentofcavitiesinthesubgrade
AT yekaichen influenceofburiedpipelineleakageonthedevelopmentofcavitiesinthesubgrade