Analysis of the influence of asymmetric geological conditions on stability of high arch dam

Geological conditions play a decisive role in the stability of arch dam engineering, and the asymmetric geological conditions of the abutment have a very negative impact on the safety of the arch dam. This article takes Lizhou arch dam as the research object, and determines that the arch dam is prel...

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Autores principales: Ding Zelin, Zhu Xuanyi, Zhang Hongyang, Ban Hanlin, Chen Yuan
Formato: article
Lenguaje:EN
Publicado: De Gruyter 2021
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Acceso en línea:https://doaj.org/article/c0989a6b08be446a85a45ec924e6b1e2
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spelling oai:doaj.org-article:c0989a6b08be446a85a45ec924e6b1e22021-12-05T14:11:03ZAnalysis of the influence of asymmetric geological conditions on stability of high arch dam2191-035910.1515/secm-2021-0043https://doaj.org/article/c0989a6b08be446a85a45ec924e6b1e22021-08-01T00:00:00Zhttps://doi.org/10.1515/secm-2021-0043https://doaj.org/toc/2191-0359Geological conditions play a decisive role in the stability of arch dam engineering, and the asymmetric geological conditions of the abutment have a very negative impact on the safety of the arch dam. This article takes Lizhou arch dam as the research object, and determines that the arch dam is preliminarily affected by the geological asymmetric characteristics. Through the geomechanical model test method, the overload failure test of the Lizhou arch dam was carried out, and the resistance body, the instability deformation of the structural plane of the two dam abutments, and the influence of each structural plane on the dam body are obtained, and the safety factor is determined. According to the test results under the condition of asymmetric foundation of arch dam, for the structural plane which affects the geological asymmetry of the arch dam, the corresponding reinforcement measures are carried out. The feasibility of the reinforcement scheme is verified by the finite element method, and the safety factor after reinforcement is obtained. According to the results, it is suggested that some engineering measures can be taken to reduce the geological asymmetry between the two banks and ensure the safe and stable operation of the arch dam in the future.Ding ZelinZhu XuanyiZhang HongyangBan HanlinChen YuanDe Gruyterarticlearch damgeological asymmetrygeomechanical modelstability analysisground stabilizationMaterials of engineering and construction. Mechanics of materialsTA401-492ENScience and Engineering of Composite Materials, Vol 28, Iss 1, Pp 426-436 (2021)
institution DOAJ
collection DOAJ
language EN
topic arch dam
geological asymmetry
geomechanical model
stability analysis
ground stabilization
Materials of engineering and construction. Mechanics of materials
TA401-492
spellingShingle arch dam
geological asymmetry
geomechanical model
stability analysis
ground stabilization
Materials of engineering and construction. Mechanics of materials
TA401-492
Ding Zelin
Zhu Xuanyi
Zhang Hongyang
Ban Hanlin
Chen Yuan
Analysis of the influence of asymmetric geological conditions on stability of high arch dam
description Geological conditions play a decisive role in the stability of arch dam engineering, and the asymmetric geological conditions of the abutment have a very negative impact on the safety of the arch dam. This article takes Lizhou arch dam as the research object, and determines that the arch dam is preliminarily affected by the geological asymmetric characteristics. Through the geomechanical model test method, the overload failure test of the Lizhou arch dam was carried out, and the resistance body, the instability deformation of the structural plane of the two dam abutments, and the influence of each structural plane on the dam body are obtained, and the safety factor is determined. According to the test results under the condition of asymmetric foundation of arch dam, for the structural plane which affects the geological asymmetry of the arch dam, the corresponding reinforcement measures are carried out. The feasibility of the reinforcement scheme is verified by the finite element method, and the safety factor after reinforcement is obtained. According to the results, it is suggested that some engineering measures can be taken to reduce the geological asymmetry between the two banks and ensure the safe and stable operation of the arch dam in the future.
format article
author Ding Zelin
Zhu Xuanyi
Zhang Hongyang
Ban Hanlin
Chen Yuan
author_facet Ding Zelin
Zhu Xuanyi
Zhang Hongyang
Ban Hanlin
Chen Yuan
author_sort Ding Zelin
title Analysis of the influence of asymmetric geological conditions on stability of high arch dam
title_short Analysis of the influence of asymmetric geological conditions on stability of high arch dam
title_full Analysis of the influence of asymmetric geological conditions on stability of high arch dam
title_fullStr Analysis of the influence of asymmetric geological conditions on stability of high arch dam
title_full_unstemmed Analysis of the influence of asymmetric geological conditions on stability of high arch dam
title_sort analysis of the influence of asymmetric geological conditions on stability of high arch dam
publisher De Gruyter
publishDate 2021
url https://doaj.org/article/c0989a6b08be446a85a45ec924e6b1e2
work_keys_str_mv AT dingzelin analysisoftheinfluenceofasymmetricgeologicalconditionsonstabilityofhigharchdam
AT zhuxuanyi analysisoftheinfluenceofasymmetricgeologicalconditionsonstabilityofhigharchdam
AT zhanghongyang analysisoftheinfluenceofasymmetricgeologicalconditionsonstabilityofhigharchdam
AT banhanlin analysisoftheinfluenceofasymmetricgeologicalconditionsonstabilityofhigharchdam
AT chenyuan analysisoftheinfluenceofasymmetricgeologicalconditionsonstabilityofhigharchdam
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