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Stress Analysis of Asphalt Concrete Core Wall and Diaphragm of Dam Foundation Based on Finite Element Method
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Xi-can CUI1, Da-yong WANG2, Ling-kai ZHANG1, 3a, Xing-xing ZHANG3a, 3b
Water Resources and Power | 2023, 41(2) : 83 - 85
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Water Resources and Power | 2023, 41(2): 83-85
DAM SAFETY AND MONITORING
Stress Analysis of Asphalt Concrete Core Wall and Diaphragm of Dam Foundation Based on Finite Element Method
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Xi-can CUI1, Da-yong WANG2, Ling-kai ZHANG1, 3a, Xing-xing ZHANG3a, 3b
Affiliations
  • 1.College of Hydraulic and Civil Engineering, Xinjiang Agricultural University, Urumqi 830052, China
  • 2.Heilongjiang Sanjiang Construction Management Co., Ltd, Harbin 150036, China
  • 3a.State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China
  • 3b.Key Laboratory on Construction and Security of Water Projects of Ministry of Water Resources, China Institute of Water Resources and Hydropower Research, Beijing 100038, China
Published: 2023-02-25 doi: 10.20040/j.cnki.1000-7709.2023.20220758
Outline
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In the design scheme of asphalt concrete core rockfill dam, the axis of diaphragm of dam foundation and asphalt concrete core wall is overlapped. However, due to construction errors and other reasons, the axis of diaphragm of dam foundation and asphalt concrete core wall may not be completely overlapped. Based on the finite element analysis method, the stress behavior of diaphragm of dam foundation and asphalt concrete core wall under different offsets was studied. The results show that under the superposition of axes, the local tensile stress of the diaphragm of dam foundation is in a state of no or small in the construction period and operation period, which has little influence on the whole. The minor offset of the axis of the diaphragm of dam foundation to the downstream will have a certain adverse effect on the stress of the diaphragm of dam foundation during operation. The main performance is that the local tensile stress of the downstream face of the diaphragm of dam foundation increases, and there is stress concentration. The local tensile stress increases by 3.6 times compared with that without offset. The concrete base of the asphalt concrete core wall can be slightly extended to the downstream according to the offset of the diaphragm of dam foundation, which can reduce the local tensile stress of the downstream surface of the diaphragm of dam foundation by 59.3 % and weaken the stress concentration, so as to improve the stress state of the diaphragm of dam foundation. The finite element simulation analysis can provide support for safety evaluation and selection of engineering treatment measures under eccentric condition of diaphram of dam foundation.

asphalt concrete core dam  /  diaphragm of dam foundation  /  stress  /  finite element modeling
Xi-can CUI, Da-yong WANG, Ling-kai ZHANG, Xing-xing ZHANG. Stress Analysis of Asphalt Concrete Core Wall and Diaphragm of Dam Foundation Based on Finite Element Method[J]. Water Resources and Power, 2023 , 41 (2) : 83 -85 . DOI: 10.20040/j.cnki.1000-7709.2023.20220758
Year 2023 volume 41 Issue 2
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Article Info
doi: 10.20040/j.cnki.1000-7709.2023.20220758
  • Receive Date:2022-04-16
  • Online Date:2026-01-27
  • Published:2023-02-25
Article Data
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History
  • Received:2022-04-16
  • Revised:2022-05-08
Funding
Affiliations
    1.College of Hydraulic and Civil Engineering, Xinjiang Agricultural University, Urumqi 830052, China
    2.Heilongjiang Sanjiang Construction Management Co., Ltd, Harbin 150036, China
    3a.State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China
    3b.Key Laboratory on Construction and Security of Water Projects of Ministry of Water Resources, China Institute of Water Resources and Hydropower Research, Beijing 100038, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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