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Resistivity Evaluation Model for Undrained Shear Strength of Unsaturated Laterite
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Hai-jun WANG1, 2, 3, Zhi-mei XIE1, Cheng LI4, Xi ZHAO1, Guang-can PENG1, Xing-qian XU1, *
Science Technology and Engineering | 2025, 25(19) : 8179 - 8186
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Science Technology and Engineering | 2025, 25(19): 8179-8186
Papers∙Architectural Science
Resistivity Evaluation Model for Undrained Shear Strength of Unsaturated Laterite
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Hai-jun WANG1, 2, 3, Zhi-mei XIE1, Cheng LI4, Xi ZHAO1, Guang-can PENG1, Xing-qian XU1, *
Affiliations
  • 1 College of Water Conservancy, Yunnan Agricultural University, Kunming 650201, China
  • 2 Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China
  • 3 University of Chinese Academy of Sciences, Beijing 100049, China
  • 4 Kaili College of Architecture and Engineering, Kaili 556099, China
Published: 2025-07-08 doi: 10.12404/j.issn.1671-1815.2407043
Outline
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The slope geological structure characteristics is detected with the high density resistivity method by the inversion of the soil resistivity, and it could provide a geological model for slope stability analysis. However, the indirect evaluation of the resistivity for the soil shear strength is still limited. Taking the laterite on the slope as an example, the resistivity and shear strength of laterite samples with different dry density and water contents were tested to discuss the relationship between the resistivity and undrained shear strength of the laterite, and finally the corresponding quantitative model was established. The results show that the resistivity of laterite decreases with the increasing water content and increases with the increasing porosity. The undrained shear strength of laterite increases first and then decreases with the increasing water content (the peak of shear strength near the optimal water content ) and decreases with the increasing porosity. The evaluation model of undrained shear strength resistivity of unsaturated laterite considering critical saturation is derived, which is based on the three-phase conductivity theory of unsaturated soil and the shear strength theory of soil. The accuracy of the model is verified to be high, and there is a corresponding critical resistivity value for the peak change of undrained shear strength of laterite. As a physical parameter of soil, resistivity can be quickly detected and obtained. This model can provide new ideas for shear strength calibration, slope stability analysis and monitoring and early warning of laterite slope.

laterite  /  resistivity  /  undrained shear strength  /  saturation  /  model
Hai-jun WANG, Zhi-mei XIE, Cheng LI, Xi ZHAO, Guang-can PENG, Xing-qian XU. Resistivity Evaluation Model for Undrained Shear Strength of Unsaturated Laterite[J]. Science Technology and Engineering, 2025 , 25 (19) : 8179 -8186 . DOI: 10.12404/j.issn.1671-1815.2407043
Year 2025 volume 25 Issue 19
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Article Info
doi: 10.12404/j.issn.1671-1815.2407043
  • Receive Date:2024-09-20
  • Online Date:2025-12-22
  • Published:2025-07-08
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  • Received:2024-09-20
  • Revised:2024-11-30
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Affiliations
    1 College of Water Conservancy, Yunnan Agricultural University, Kunming 650201, China
    2 Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China
    3 University of Chinese Academy of Sciences, Beijing 100049, China
    4 Kaili College of Architecture and Engineering, Kaili 556099, 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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