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Research on the response characteristics of cut-off walls in deep overburden dam foundctions under spatial arbitrary angle incidence
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Xiangjiang LI, Zhiqiang SONG, Chuang LI, Yunhe LIU
Journal of Vibration Engineering | 2025, 38(10) : 2452 - 2462
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Journal of Vibration Engineering | 2025, 38(10): 2452-2462
Research on the response characteristics of cut-off walls in deep overburden dam foundctions under spatial arbitrary angle incidence
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Xiangjiang LI, Zhiqiang SONG, Chuang LI, Yunhe LIU
Affiliations
  • State Key Laboratory of Weter Engineering Ecology and Environment in Arid Area, Xi’an University of Technology, Xi’an 710048, China
doi: 10.16385/j.cnki.issn.1004-4523.202403020
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The non-uniform input of ground motion has a significant effect on the dynamic response of a concrete cut-off wall in deep overburden. In order to explore the response characteristics of the cut-off wall under non-uniform ground motion input at the overburden site, this study establishes the input method of P-wave three-dimensional oblique incident wave motion under any incident angle in space based on the wave field decomposition method and the viscoelastic artificial boundary method, and validates the input method. Nine non-uniform input conditions were designed to investigate the influence of different azimuthal and oblique incidence angles on the dynamic response of the cut-off wall under a combination of incidence. The results show that the maximum acceleration in the down-river direction of the cut-off wall at α=60° and γ=0° incidence is 3.89 times that of vertical incidence, and the maximum acceleration in the axial direction of the dam at α=60° and γ=90° incidence is 8.93 times that of vertical incidence. Non-uniform input causes a significant increase in the transverse riverward tensile stresses in the impermeable wall, up to 3.53 times that of the vertical incidence, with a significant change in the peak distribution region, and the vertical compressive stresses are significantly reduced at an oblique incidence angle of 90° incidence compared to the vertical incidence. The traditional vertical incidence method can ignore the expansion area of tensile stress of the cutoff wall under non-uniform input, so the non-uniformity of ground motion should be considered when analyzing the dynamic response of the cutoff wall in a deep overburden layer.

concrete cut-off wall  /  rockfill dam  /  three-dimensional oblique incidence of P-wave  /  non-uniform input  /  deep overburden layer
Xiangjiang LI, Zhiqiang SONG, Chuang LI, Yunhe LIU. Research on the response characteristics of cut-off walls in deep overburden dam foundctions under spatial arbitrary angle incidence[J]. Journal of Vibration Engineering, 2025 , 38 (10) : 2452 -2462 . DOI: 10.16385/j.cnki.issn.1004-4523.202403020
Year 2025 volume 38 Issue 10
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doi: 10.16385/j.cnki.issn.1004-4523.202403020
  • Receive Date:2024-03-08
  • Online Date:2026-02-04
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  • Received:2024-03-08
  • Revised:2024-05-10
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    State Key Laboratory of Weter Engineering Ecology and Environment in Arid Area, Xi’an University of Technology, Xi’an 710048, 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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