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Creep characteristics and model of salinized silt
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Chao-fan PAN1, Chen ZHANG1, Xing-xing ZHANG2, Zheng-yin CAI1, Xu-dong WANG2
Rock and Soil Mechanics | 2025, 46(11) : 3383 - 3394
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Rock and Soil Mechanics | 2025, 46(11): 3383-3394
Fundamental Theory and Experimental Research
Creep characteristics and model of salinized silt
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Chao-fan PAN1, Chen ZHANG1, Xing-xing ZHANG2, Zheng-yin CAI1, Xu-dong WANG2
Affiliations
  • 1.Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing, Jiangsu 210029, China
  • 2.College of Transportation Engineering, Nanjing Tech. University, Nanjing, Jiangsu 211816, China
Published: 2025-11-14 doi: 10.16285/j.rsm.2024.1513
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A widely distributed salinized silt in Northwest China exhibits the physical characteristics of both low-liquid-limit silt and saline soil, yet its long-term deformation behavior remains insufficiently understood. A series of uniaxial creep tests were conducted to investigate its creep properties under varying conditions of salt content, dry density, moisture content, and overburden stress. Test results indicate that, compared to salt-free soil, the creep rate of salinized silt accelerates significantly with increasing salt content, demonstrating more pronounced nonlinear creep characteristics. The final strain of the salt-washed soil was 10%, which increased to 14% at a salt content of 6.4%. To more accurately characterize the soil's creep behavior, the classical creep models were modified, leading to the proposal of two new models: an integer-order model and a fractional-order model. Comparative analysis between the experimental data and the improved models shows that both proposed models describe the actual deformation characteristics more accurately than the classical creep model. However, the integer-order model lacks refinement in describing the decay creep stage, whereas the fractional-order model demonstrates superior accuracy in capturing the detailed features of all creep stages and is therefore recommended for effectively predicting the creep behavior of salinized silt.

salinized silt  /  creep test  /  fractional-order component model  /  Abel bomb pot  /  stress-strain isochronous curve
Chao-fan PAN, Chen ZHANG, Xing-xing ZHANG, Zheng-yin CAI, Xu-dong WANG. Creep characteristics and model of salinized silt[J]. Rock and Soil Mechanics, 2025 , 46 (11) : 3383 -3394 . DOI: 10.16285/j.rsm.2024.1513
  • Scientific Research Project of Xinjiang Shuifa Water Group Co., Ltd.(JWYX36/2022)
  • Jiangsu Natural Science Foundation(BK20221193)
  • Nanjing Hydraulic Research Institute Fund(Y323008; Yy324010)
Year 2025 volume 46 Issue 11
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Article Info
doi: 10.16285/j.rsm.2024.1513
  • Receive Date:2024-12-10
  • Online Date:2026-03-27
  • Published:2025-11-14
Article Data
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History
  • Received:2024-12-10
  • Accepted:2025-01-22
Funding
Scientific Research Project of Xinjiang Shuifa Water Group Co., Ltd.(JWYX36/2022)
Jiangsu Natural Science Foundation(BK20221193)
Nanjing Hydraulic Research Institute Fund(Y323008; Yy324010)
Affiliations
    1.Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing, Jiangsu 210029, China
    2.College of Transportation Engineering, Nanjing Tech. University, Nanjing, Jiangsu 211816, 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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