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Derivation of Similarity Relationship in 1g Shaking Table Test of Rock Slopes Considering Deformation Evolution Stage
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Zhao WEN1, Han-xiang LIU1, *, Ming-xuan WANG2, Ying-song WEI3, Peng XU1
Science Technology and Engineering | 2025, 25(1) : 309 - 320
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Science Technology and Engineering | 2025, 25(1): 309-320
Papers·Architectural Science
Derivation of Similarity Relationship in 1g Shaking Table Test of Rock Slopes Considering Deformation Evolution Stage
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Zhao WEN1, Han-xiang LIU1, *, Ming-xuan WANG2, Ying-song WEI3, Peng XU1
Affiliations
  • 1. College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059, China
  • 2. Institute of Geotechnical Engineering, AVIC, Beijing 100098, China
  • 3. Sichuan Sixth Construction Co., Ltd., Chengdu 610081, China
Published: 2025-01-08 doi: 10.12404/j.issn.1671-1815.2308308
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1g shaking table test refers to the shaking table test carried out under conventional gravity conditions, which is the mainstream type of shaking table test at present. A distinction was made between strict similarity models and strain distortion models, primarily utilizing the control equation method with supplementary dimensional analysis. The similarity relationships between these models and the prototype during different deformation stages in rock slope 1g shaking table tests were theoretically derived, and the key parameters required to achieve similarity between the model and the prototype were established. Numerical tests were conducted to verify and evaluate the established similarity relationships for different deformation stages, considering the inherent vibration characteristics and dynamic response characteristics of rock slopes. The results indicate that both strict similarity models and strain distortion models can accurately calculate the natural vibration characteristics of the prototype slope and the dynamic response characteristics during the elastic deformation stage under seismic loads. However, for large deformation issues, it is recommended that the strain similarity ratio be close to or equal to 1. These research findings provide valuable references for the design of similarity relationships and the selection of similarity models in 1g shaking table tests for rock slopes.

rock slope  /  deformation evolutionary process  /  1g shaking table model test  /  similarity relation  /  numerical simulation
Zhao WEN, Han-xiang LIU, Ming-xuan WANG, Ying-song WEI, Peng XU. Derivation of Similarity Relationship in 1g Shaking Table Test of Rock Slopes Considering Deformation Evolution Stage[J]. Science Technology and Engineering, 2025 , 25 (1) : 309 -320 . DOI: 10.12404/j.issn.1671-1815.2308308
Year 2025 volume 25 Issue 1
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Article Info
doi: 10.12404/j.issn.1671-1815.2308308
  • Receive Date:2023-10-25
  • Online Date:2025-07-29
  • Published:2025-01-08
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History
  • Received:2023-10-25
  • Revised:2024-07-19
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Affiliations
    1. College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059, China
    2. Institute of Geotechnical Engineering, AVIC, Beijing 100098, China
    3. Sichuan Sixth Construction Co., Ltd., Chengdu 610081, 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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