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Long-period Seismic Dynamic Response of High Face Rockfill Dam with Deep Overburden
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Hui-min LI1, 2, 3, 4, Ning-huan ZHAI1, Meng-die ZHAO1, 2, 3, 4, Shou-kai CHEN1, 2, 3, 4, Lun-yan WANG1, 2, 3, 4
Water Resources and Power | 2023, 41(8) : 109 - 112
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Water Resources and Power | 2023, 41(8): 109-112
DAM SAFETY AND MONITORING
Long-period Seismic Dynamic Response of High Face Rockfill Dam with Deep Overburden
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Hui-min LI1, 2, 3, 4, Ning-huan ZHAI1, Meng-die ZHAO1, 2, 3, 4, Shou-kai CHEN1, 2, 3, 4, Lun-yan WANG1, 2, 3, 4
Affiliations
  • 1.School of Water Conservancy, North China University of Water Resources and Electric Power, Zhengzhou 450045, China
  • 2.Henan Water Valley Innovation Technology Research Institute Co., Zhengzhou 450000, China
  • 3.Henan Key Laboratory of Water Resources Conservation and Intensive Utilization in the Yellow River Basin, Zhengzhou 450000, China
  • 4.Key Laboratory of Water Environment Simulation and Management in Henan Province, Zhengzhou 450000, China
Published: 2023-08-25 doi: 10.20040/j.cnki.1000-7709.2023.20221724
Outline
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With many hydropower resources, Southwest China is a crucial area for current and future hydropower construction. However, most southwestern regions have deep overburden problems and high seismic intensity. The impact of these problems on the regular operation of high-face rockfill dams cannot be ignored. This paper established two-dimensional finite element models of 100 m, 200 m, and 300 m high-face rockfill dams on 100 m-deep overburden. Under the action of long-period ground motion and conventional ground motion, the elastic-plastic constitutive model was used to study the dynamic response characteristics of face rockfill dams with different heights on the same deep overburden. Compared with conventional ground motions, the results show that long-period ground motions significantly influence the acceleration of deep overburdened high-face rockfill dams. As the height of the dam body increases, the peak acceleration of the dynamic response of the dam body gradually decreases. Moreover, under the action of long-period ground motion, the higher the dam body is, the greater the displacement increment of the dam body in a short time. In this way, the resulting deformation is also more significant, which is not conducive to the seismic stability of the dam. Therefore, when building panel rockfill dams in areas with deep overburden and frequent long-period earthquakes, the effect of long-period ground shaking should be considered as a part of seismic stability evaluation.

long period-ground motion  /  deep overburden  /  high concrete face rockfill dam  /  seismic response analysis
Hui-min LI, Ning-huan ZHAI, Meng-die ZHAO, Shou-kai CHEN, Lun-yan WANG. Long-period Seismic Dynamic Response of High Face Rockfill Dam with Deep Overburden[J]. Water Resources and Power, 2023 , 41 (8) : 109 -112 . DOI: 10.20040/j.cnki.1000-7709.2023.20221724
Year 2023 volume 41 Issue 8
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Article Info
doi: 10.20040/j.cnki.1000-7709.2023.20221724
  • Receive Date:2022-08-20
  • Online Date:2026-01-28
  • Published:2023-08-25
Article Data
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History
  • Received:2022-08-20
  • Revised:2022-12-30
Funding
Affiliations
    1.School of Water Conservancy, North China University of Water Resources and Electric Power, Zhengzhou 450045, China
    2.Henan Water Valley Innovation Technology Research Institute Co., Zhengzhou 450000, China
    3.Henan Key Laboratory of Water Resources Conservation and Intensive Utilization in the Yellow River Basin, Zhengzhou 450000, China
    4.Key Laboratory of Water Environment Simulation and Management in Henan Province, Zhengzhou 450000, 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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