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Wetting deformation characteristics of undisturbed loess under true triaxial stress-water path
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Ze-chi WANG1, Shuai SHAO1, Sheng-jun SHAO1, 2, Hao WU1, Bin ZHANG1, Shao-ying ZHANG1
Rock and Soil Mechanics | 2025, 46(11) : 3451 - 3461
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Rock and Soil Mechanics | 2025, 46(11): 3451-3461
Fundamental Theory and Experimental Research
Wetting deformation characteristics of undisturbed loess under true triaxial stress-water path
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Ze-chi WANG1, Shuai SHAO1, Sheng-jun SHAO1, 2, Hao WU1, Bin ZHANG1, Shao-ying ZHANG1
Affiliations
  • 1.Institute of Geotechnical Engineering, Xi'an University of Technology, Xi'an, Shaanxi 710048, China
  • 2.Shaanxi Provincial Key Laboratory of Loess Mechanics and Engineering, Xi'an, Shaanxi 710048, China
Published: 2025-11-14 doi: 10.16285/j.rsm.2024.1543
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To study the wetting deformation characteristics of undisturbed loess under true triaxial force-water path, the true triaxial apparatus with rigid-flexible-flexible loading boundary was used to carry out the true triaxial single-line humidification test of undisturbed loess in Xi'an under different spherical stresses, intermediate principal stress parameters and stress ratios. The influence of true triaxial force-water path on the humidification deformation characteristics of undisturbed loess was comprehensively analyzed. The test results show that the relationship curve between the wetting volumetric (deviatoric) strain and the spherical stress presents a three-stage of slow-steep-slow. When the spherical stress is in the second stage, the wetting collapsibility of the soil is the largest, and a large wetting deformation can occur. At a certain stress ratio, the wetting volumetric strain gradually increases with the spherical stress, and the increase of the wetting volumetric strain decreases when the spherical stress exceeds 200 kPa. Finally, the variation law between the intermediate principal stress and each humidification strain is analyzed, and the calculation expression of loess collapsible deformation considering the intermediate principal stress is given according to the test results.

true triaxial test  /  undisturbed loess  /  single line method  /  graded humidification  /  collapsible deformation
Ze-chi WANG, Shuai SHAO, Sheng-jun SHAO, Hao WU, Bin ZHANG, Shao-ying ZHANG. Wetting deformation characteristics of undisturbed loess under true triaxial stress-water path[J]. Rock and Soil Mechanics, 2025 , 46 (11) : 3451 -3461 . DOI: 10.16285/j.rsm.2024.1543
  • National Natural Science Foundation of China(52108342)
  • Basic Research Program of Natural Science in Shaanxi Province-Han-Wei Joint Found Project(2019JLP-21; 2019JLZ-13)
  • Shaanxi Water Science and Technology Program Project(2021slkj-12)
Year 2025 volume 46 Issue 11
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Article Info
doi: 10.16285/j.rsm.2024.1543
  • Receive Date:2024-12-18
  • Online Date:2026-03-27
  • Published:2025-11-14
Article Data
Affiliations
History
  • Received:2024-12-18
  • Accepted:2025-06-03
Funding
National Natural Science Foundation of China(52108342)
Basic Research Program of Natural Science in Shaanxi Province-Han-Wei Joint Found Project(2019JLP-21; 2019JLZ-13)
Shaanxi Water Science and Technology Program Project(2021slkj-12)
Affiliations
    1.Institute of Geotechnical Engineering, Xi'an University of Technology, Xi'an, Shaanxi 710048, China
    2.Shaanxi Provincial Key Laboratory of Loess Mechanics and Engineering, Xi'an, Shaanxi 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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