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Stress-strain Relationship and Its Influencing Factors of Frozen Cement-sand Soil
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Chang YUAN1, 2, 3, Tian-qian ZHONG1, Qi-tao MA1, Xin CHEN1, 2, Dong-wei LI4, Yuan-ming LAI3, 5
Science Technology and Engineering | 2025, 25(8) : 3359 - 3371
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Science Technology and Engineering | 2025, 25(8): 3359-3371
Architectural Science
Stress-strain Relationship and Its Influencing Factors of Frozen Cement-sand Soil
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Chang YUAN1, 2, 3, Tian-qian ZHONG1, Qi-tao MA1, Xin CHEN1, 2, Dong-wei LI4, Yuan-ming LAI3, 5
Affiliations
  • 1 School of Civil and Architectural Engineering Donghua University of Technology Nanchang 330013 China
  • 2 Jiangxi Geological Environment and Underground Space Engineering Research Center Nanchang 330013 China
  • 3 State Key Laboratory of Frozen soil Engineering of Northwest Institute of Ecological Environment and Resources Chinese Academy of Sciences Lanzhou 730000 China
  • 4 School of Architectural Engineering Dalian University Dalian 116622 China
  • 5 School of Civil Engineering Chongqing Jiaotong University Chongqing 400074 China
Published: 2025-03-18 doi: 10.12404/j.issn.1671-1815.2403343
Outline
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Reinforcement and water sealing effect difficult to achieve by conventional stratum grouting method in strong seepage sandy soil stratum. In order to study the mechanical characteristics of freezing-grouting combination in water-rich sand stratum, the stress-strain relationship and its influencing factors of artificially frozen cement sand were studied by triaxial tests, and the variation law and strength mechanism of stress-strain relationship of samples under different freezing temperature, curing age and confining pressure were discussed. The results show that the stress-strain curve of frozen cement-sand has a certain strain-hardened nonlinear ductility stage including compaction stage linear elasticity stage nonlinear ductility stage and strain-hardening stage. The non-linear increase of cohesion and internal angle of frozen cement-sand due to the curing age of freezing temperature increases the shear strength of frozen cement-sand, and the non-linear ductility phase strain ratio enhances the brittleness of frozen cement-sand. The increase of confining pressure increases the shear strength of frozen cement-sand, and the proportion of strain in nonlinear ductility stage improves the ductility of frozen cement-sand. Based on Mohr-Coulomb strength criterion, a non-linear strength prediction model of frozen cement sand was established, which considered the influence of freezing temperature and curing age. The error between the predicted results and the measured values is less than 5% The research results can provide parameter support for the fine design of freezing-grouting combined reinforcement scheme for water-rich sandy soil stratum.

frozen soil engineering  /  stress-strain  /  frozen cement-sand soil  /  shear strength
Chang YUAN, Tian-qian ZHONG, Qi-tao MA, Xin CHEN, Dong-wei LI, Yuan-ming LAI. Stress-strain Relationship and Its Influencing Factors of Frozen Cement-sand Soil[J]. Science Technology and Engineering, 2025 , 25 (8) : 3359 -3371 . DOI: 10.12404/j.issn.1671-1815.2403343
Year 2025 volume 25 Issue 8
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Article Info
doi: 10.12404/j.issn.1671-1815.2403343
  • Receive Date:2024-05-07
  • Online Date:2025-07-29
  • Published:2025-03-18
Article Data
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History
  • Received:2024-05-07
  • Revised:2024-12-29
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Affiliations
    1 School of Civil and Architectural Engineering Donghua University of Technology Nanchang 330013 China
    2 Jiangxi Geological Environment and Underground Space Engineering Research Center Nanchang 330013 China
    3 State Key Laboratory of Frozen soil Engineering of Northwest Institute of Ecological Environment and Resources Chinese Academy of Sciences Lanzhou 730000 China
    4 School of Architectural Engineering Dalian University Dalian 116622 China
    5 School of Civil Engineering Chongqing Jiaotong University Chongqing 400074 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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