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Influence Analysis of Rock Socketed Depth of the Core Wall Base on the Base Stress of Asphalt Concrete Core Rockfill Dam
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Ao LUOa, Jun-jie WANGb, Shi-yuan HUANGb, Yu-qiao LIa
Water Resources and Power | 2023, 41(7) : 110 - 112
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Water Resources and Power | 2023, 41(7): 110-112
DAM SAFETY AND MONITORING
Influence Analysis of Rock Socketed Depth of the Core Wall Base on the Base Stress of Asphalt Concrete Core Rockfill Dam
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Ao LUOa, Jun-jie WANGb, Shi-yuan HUANGb, Yu-qiao LIa
Affiliations
  • a.College of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing 400074, China
  • b.College of Materials Science and Engineering, Chongqing Jiaotong University, Chongqing 400074, China
Published: 2023-07-25 doi: 10.20040/j.cnki.1000-7709.2023.20221780
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As a special structure connecting core wall and foundation of asphalt concrete rockfill dam, its stress state is very important to the stability of the dam. Taking the asphalt concrete core rockfill dam of Chongqing Miaotang under construction as an example, the maximum section of the dam was selected to establish a two-dimensional model for finite element calculation, and the stress distribution of the foundation under three different forms of unembedded bedrock, semi-embedded bedrock and fully embedded bedrock was discussed. The results show that there is a strong correlation between the embedment depth of the base in the bedrock and the tensile stress inside the base. During the period of water storage, the difference of tensile stress between different arrangement forms can reach up to 334%. Meanwhile, as the corridor was affected by the larger tensile stress inside the base during the period of water storage, it was easy to cause tensile damage. By changing the position of the corridor in the base, the tensile stress around the corridor can be reduced to avoid the damage of the corridor. After the location of the corridor is changed, the surrounding tensile stress can be reduced by up to 87% compared with the original.

asphalt concrete core rockfill dam  /  concrete base  /  rock socketed depth  /  stress state
Ao LUO, Jun-jie WANG, Shi-yuan HUANG, Yu-qiao LI. Influence Analysis of Rock Socketed Depth of the Core Wall Base on the Base Stress of Asphalt Concrete Core Rockfill Dam[J]. Water Resources and Power, 2023 , 41 (7) : 110 -112 . DOI: 10.20040/j.cnki.1000-7709.2023.20221780
Year 2023 volume 41 Issue 7
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doi: 10.20040/j.cnki.1000-7709.2023.20221780
  • Receive Date:2022-07-29
  • Online Date:2026-01-28
  • Published:2023-07-25
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History
  • Received:2022-07-29
  • Revised:2022-09-19
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Affiliations
    a.College of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing 400074, China
    b.College of Materials Science and Engineering, Chongqing Jiaotong University, Chongqing 400074, 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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