Deformation and Stability Analysis of a Core Rockfill Dam with Leakage

The No. 4 clay core rockfill dam of the Gongming Reservoir experienced leakages when the reservoir water level was low. To analyze the leakage causes, a series of seepage tests were conducted on the dam materials in this paper. And a three-dimensional finite element stress-seepage coupled calculatio...

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Main Authors: Yuanzhong Chen, Guobing Lin, Yangyang Lu
Format: Article
Language:English
Published: Wiley 2022-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2022/6944442
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author Yuanzhong Chen
Guobing Lin
Yangyang Lu
author_facet Yuanzhong Chen
Guobing Lin
Yangyang Lu
author_sort Yuanzhong Chen
collection DOAJ
description The No. 4 clay core rockfill dam of the Gongming Reservoir experienced leakages when the reservoir water level was low. To analyze the leakage causes, a series of seepage tests were conducted on the dam materials in this paper. And a three-dimensional finite element stress-seepage coupled calculation model of the dam was established to study the deformation and stresses of the dam under the condition of normal storage water level and the sharp drop in the storage level. The test results show that the permeability coefficient of the clay core material is close to that of the dam shell material, resulting in the leakage of the dam under the condition of the low-water level. The simulation results show that the dam deforms a little under the condition of normal storage water level and the sharp drop in the storage level, and the stress distribution under the condition of the sharp drop in the storage level is basically consistent with that under the condition of normal storage water level. The safety factors of the dam under the two conditions meet the requirements of the specification, but the margin of the safety factor is small.
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issn 1875-9203
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series Shock and Vibration
spelling doaj-art-67cee05f88d94ee7bf5f021bcfbb98212025-02-03T06:04:54ZengWileyShock and Vibration1875-92032022-01-01202210.1155/2022/6944442Deformation and Stability Analysis of a Core Rockfill Dam with LeakageYuanzhong Chen0Guobing Lin1Yangyang Lu2Shenzhen Gongming Water Supply and Storage Engineering ManagementShenzhen Gongming Water Supply and Storage Engineering ManagementGeotechnical Engineering DepartmentThe No. 4 clay core rockfill dam of the Gongming Reservoir experienced leakages when the reservoir water level was low. To analyze the leakage causes, a series of seepage tests were conducted on the dam materials in this paper. And a three-dimensional finite element stress-seepage coupled calculation model of the dam was established to study the deformation and stresses of the dam under the condition of normal storage water level and the sharp drop in the storage level. The test results show that the permeability coefficient of the clay core material is close to that of the dam shell material, resulting in the leakage of the dam under the condition of the low-water level. The simulation results show that the dam deforms a little under the condition of normal storage water level and the sharp drop in the storage level, and the stress distribution under the condition of the sharp drop in the storage level is basically consistent with that under the condition of normal storage water level. The safety factors of the dam under the two conditions meet the requirements of the specification, but the margin of the safety factor is small.http://dx.doi.org/10.1155/2022/6944442
spellingShingle Yuanzhong Chen
Guobing Lin
Yangyang Lu
Deformation and Stability Analysis of a Core Rockfill Dam with Leakage
Shock and Vibration
title Deformation and Stability Analysis of a Core Rockfill Dam with Leakage
title_full Deformation and Stability Analysis of a Core Rockfill Dam with Leakage
title_fullStr Deformation and Stability Analysis of a Core Rockfill Dam with Leakage
title_full_unstemmed Deformation and Stability Analysis of a Core Rockfill Dam with Leakage
title_short Deformation and Stability Analysis of a Core Rockfill Dam with Leakage
title_sort deformation and stability analysis of a core rockfill dam with leakage
url http://dx.doi.org/10.1155/2022/6944442
work_keys_str_mv AT yuanzhongchen deformationandstabilityanalysisofacorerockfilldamwithleakage
AT guobinglin deformationandstabilityanalysisofacorerockfilldamwithleakage
AT yangyanglu deformationandstabilityanalysisofacorerockfilldamwithleakage