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Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
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Huai-lin CHEN1, Tao YANG1, Yun-kang RAO1, Zhe ZHANG1, Hong-gang WU2, 3, Jiang-wei XIE1, Han-qing TENG1
Rock and Soil Mechanics | 2025, 46(11) : 3562 - 3573
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Rock and Soil Mechanics | 2025, 46(11): 3562-3573
Fundamental Theory and Experimental Research
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
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Huai-lin CHEN1, Tao YANG1, Yun-kang RAO1, Zhe ZHANG1, Hong-gang WU2, 3, Jiang-wei XIE1, Han-qing TENG1
Affiliations
  • 1.State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University, Chengdu, Sichuan 610031, China
  • 2.China Northwest Research Institute Co., Ltd., of CREC, Lanzhou, Gansu 730030, China
  • 3.China Railway Academy Co., Ltd., Chengdu, Sichuan 610032, China
Published: 2025-11-14 doi: 10.16285/j.rsm.2024.1510
Outline
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The stress analysis of sliding surface is the key link to evaluate the stability of slope and predict the risk of landslide. There are many methods to solve the sliding surface stress, but there is no reasonable method to evaluate these methods. In order to solve this problem, a sliding surface stress test device used in landslide model test was proposed. The structural characteristics and design principle of the device were introduced in detail. Three cases were designed to test the sliding surface stress by model test. Based on the correlation analysis and probability P value in the statistical analysis results of paired sample t-test, the applicability of Morgenstern-Price (M-P) method, elastic theoretical solution of sliding surface stress based on slope unloading and numerical analysis method in solving sliding surface stress was evaluated. The main conclusions are as follows: (1) The absolute error between the test results and the theoretical values of the 9 sliding surface test units is within 2.5%. The statistical analysis results show that the difference between the test results and the theoretical values is not significant, and the stability of the test results is good. (2) The elastic theoretical solution and numerical analysis method can accurately calculate the stress state of the sliding surface, but the calculation result of the M-P method has a large deviation from the actual one, which is not suitable for the calculation of slip surface stress in non-limit state. (3) The application of sliding surface stress elastic theory solution based on slope unloading in embankment slope is expanded, but this method still has great limitations. The sliding surface stress test device proposed in this paper expands the new method of sliding surface stress test, and provides a guarantee for the accuracy verification of sliding surface stress calculation and stability analysis theory.

landslide  /  sliding surface stress  /  model test  /  elastic theoretical solution  /  numerical analysis  /  statistical analysis
Huai-lin CHEN, Tao YANG, Yun-kang RAO, Zhe ZHANG, Hong-gang WU, Jiang-wei XIE, Han-qing TENG. Calculation method of sliding surface stress based on segmented sliding surface stress measurement system[J]. Rock and Soil Mechanics, 2025 , 46 (11) : 3562 -3573 . DOI: 10.16285/j.rsm.2024.1510
  • Science and Technology Research and Development Plan of China Railway Co., Ltd.(2022-重大专项-07)
  • National Natural Science Foundation of Sichuan Province(2025ZNSFSC0305)
  • Gansu Province Technology Innovation Guidance Plan-Special Funding for Capacity Building of Enterprise R & D Institutions(23CXJA0011)
Year 2025 volume 46 Issue 11
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Article Info
doi: 10.16285/j.rsm.2024.1510
  • Receive Date:2024-12-07
  • Online Date:2026-03-27
  • Published:2025-11-14
Article Data
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History
  • Received:2024-12-07
  • Accepted:2025-03-17
Funding
Science and Technology Research and Development Plan of China Railway Co., Ltd.(2022-重大专项-07)
National Natural Science Foundation of Sichuan Province(2025ZNSFSC0305)
Gansu Province Technology Innovation Guidance Plan-Special Funding for Capacity Building of Enterprise R & D Institutions(23CXJA0011)
Affiliations
    1.State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University, Chengdu, Sichuan 610031, China
    2.China Northwest Research Institute Co., Ltd., of CREC, Lanzhou, Gansu 730030, China
    3.China Railway Academy Co., Ltd., Chengdu, Sichuan 610032, 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
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Genus
种数
Number of
species
占总种数比例
Percentage of total
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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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