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Dynamic response of high steep rock slope with a double-layer ductile shear zone under earthquake action
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Wen-jing LIU, Hui DENG, Xin ZHOU
Rock and Soil Mechanics | 2025, 46(11) : 3534 - 3548
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Rock and Soil Mechanics | 2025, 46(11): 3534-3548
Fundamental Theory and Experimental Research
Dynamic response of high steep rock slope with a double-layer ductile shear zone under earthquake action
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Wen-jing LIU, Hui DENG, Xin ZHOU
Affiliations
  • State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, Sichuan 610059, China
Published: 2025-11-14 doi: 10.16285/j.rsm.2024.00579
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This study investigated the dynamic response of a high steep rock slope with a double-layer ductile shear zone using the right bank slope of the Banda Hydropower Station dam site area in the upper reaches of the Lancang River as the research subject. Shaking table model tests were conducted to simulate seismic behavior by incorporating the dimensionless peak acceleration amplification factor for the slope and applying seismic waves of varying types, excitation directions, frequencies, and amplitudes. Experimental results showed that: (1) Increased frequency and amplitude enhanced the dynamic response, with frequency exerting greater influence than amplitude. (2) The slope model exhibited evident elevation amplification within the slope and nonlinear near-surface amplification on the slope surface. (3) Under horizontal seismic loading, thicker ductile shear zones demonstrated pronounced energy absorption and dissipation effects. (4) Under vertical seismic loading, thicker zones continued to absorb energy, while thinner near-surface zones amplified seismic wave amplitudes.

high steep rock slope  /  double-layer ductile shear zone  /  shaking table model test  /  acceleration amplification factor  /  seismic dynamic response law
Wen-jing LIU, Hui DENG, Xin ZHOU. Dynamic response of high steep rock slope with a double-layer ductile shear zone under earthquake action[J]. Rock and Soil Mechanics, 2025 , 46 (11) : 3534 -3548 . DOI: 10.16285/j.rsm.2024.00579
Year 2025 volume 46 Issue 11
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Article Info
doi: 10.16285/j.rsm.2024.00579
  • Receive Date:2024-11-19
  • Online Date:2026-03-27
  • Published:2025-11-14
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History
  • Received:2024-11-19
  • Accepted:2025-05-07
Affiliations
    State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, Sichuan 610059, 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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