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Influence of anionic polyacrylamide on the freeze-thaw resistance of silty clay
被引:7
|作者:
Yang, Jiale
[1
,2
]
Li, Shuangyang
[3
]
Di, Honggui
[1
,2
]
Liu, Deren
[4
]
Wang, Xu
[4
]
Zhao, Yongchun
[3
,5
]
机构:
[1] Tongji Univ, Key Lab Rd & Traff Engn, Minist Educ, Shanghai 201804, Peoples R China
[2] Tongji Univ, Shanghai Key Lab Rail Infrastruct Durabil & Syst S, Shanghai 201804, Peoples R China
[3] Chinese Acad Sci, Northwest Inst Ecoenvironm & Resources, State Key Lab Frozen Soil Engn, Lanzhou 730000, Peoples R China
[4] Lanzhou Jiaotong Univ, Sch Civil Engn, Lanzhou 730070, Peoples R China
[5] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
基金:
中国国家自然科学基金;
关键词:
Cold region;
APAM polymer;
Soil stabilization;
FT resistance;
Thermo-hydro-mechanical processes;
MECHANICAL-PROPERTIES;
CYCLES;
FLOCCULATION;
DURABILITY;
STABILITY;
AGGREGATE;
STRENGTH;
D O I:
10.1016/j.coldregions.2023.104111
中图分类号:
X [环境科学、安全科学];
学科分类号:
08 ;
0830 ;
摘要:
Freeze-thaw (FT) alternation can severely affect the properties of fine-grained soils, often leading to the failure of foundation backfill projects, such as open canals and roads in cold regions. To address these problems, a water-soluble anionic polyacrylamide (APAM) was used to improve the properties of fine-grained soils, particularly silty clay. This study aims to analyze the effects of the APAM polymer on the physico-mechanical and microstructural properties of silty clay under both unfrozen and FT cycles. For this purpose, different addition dosages and FT cycle numbers were determined, and then a series of zeta potential, thermal conductivity, permeability, triaxial compression, and scanning electron microscopy (SEM) tests were conducted on the soil samples. Additionally, a unidirectional freezing test was constructed to investigate the coupled thermo-hydro-mechanical processes of APAM-treated soil samples. The results showed that the addition of the APAM polymer significantly enhanced the macroscopic engineering properties and microstructural characteristics of silty clay. This improvement was attributed to the charge neutralization, adsorption bridging effect, and hydrophobic interaction provided by the APAM polymer. However, all the soil samples showed a significant deterioration in their engineering properties during FT cycles, especially after the third FT cycle. It was notable that APAM-treated soil samples were superior to the untreated sample in terms of FT resistance. During the unidirectional freezing process, the pore water migrated from the unfrozen zone towards the freezing front due to the temperature gradient. The treated sample's pore water migration volume was considerably lower than that of the untreated sample, resulting in a 55.25% reduction in total frost heave when the APAM dosage was 0.30%. The findings of this paper may be utilized to mitigate the risk of frost damage to foundation backfill projects in cold regions, as well as to get a better understanding of the stabilization mechanism of the eco-friendly APAM polymer.
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页数:13
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