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.
引用
收藏
页数:13
相关论文
共 50 条
  • [21] Freeze-Thaw Resistance of Nonproprietary Ultrahigh-Performance Concrete
    Hasnat, Ariful
    Ghafoori, Nader
    JOURNAL OF COLD REGIONS ENGINEERING, 2021, 35 (03)
  • [22] Effect of Magnesium Chloride Solution as an Antifreeze Agent in Clay Stabilization during Freeze-Thaw Cycles
    Rikhtehgar, Amin Yeganeh
    Teymur, Berrak
    APPLIED SCIENCES-BASEL, 2024, 14 (10):
  • [23] INFLUENCE OF THE AIR-ENTRAINING ADMIXTURE WITH DIFFERENT SUPERPLASTICIZERS ON THE FREEZE-THAW RESISTANCE OF CEMENT MORTARS
    Ozturk, A. Ugur
    Erdem, R. Tugrul
    REVISTA ROMANA DE MATERIALE-ROMANIAN JOURNAL OF MATERIALS, 2016, 46 (01): : 75 - 81
  • [24] Critical Dynamic Stress and Accumulative Deformation Evolution of Embankment Silty Clay Subjected to Cyclic Freeze-Thaw
    Wang, Lina
    Weng, Zhiyu
    Wang, Tianliang
    Liu, Qiang
    Li, Guoyu
    Zhao, Yingying
    SHOCK AND VIBRATION, 2021, 2021
  • [25] Experimental study on the effect of freeze-thaw cycles to the cohesion and moisture content of geogrid reinforced silty clay
    Zhao, Rongfei
    Liu, Xincheng
    Li, Qi
    Jin, Dan
    Gao, Wei
    SCIENTIFIC REPORTS, 2024, 14 (01):
  • [26] Strength and freeze-thaw cycle resistance of cement stabilized coastal clay mixed with shell powder
    Ying, Liangbo
    Wang, Yuxiang
    Wang, Wei
    MATERIALS RESEARCH EXPRESS, 2023, 10 (06)
  • [27] Effects of salt content and freeze-thaw conditions on static and dynamic strength characteristics of freeze-thawed chloride silty clay
    Zhang Ya-qin
    Yang Ping
    Zhang Ting
    Han Lin-liang
    ROCK AND SOIL MECHANICS, 2024, 45 : 157 - 166
  • [28] Influence of Freeze-Thaw Cycles on Physical and Mechanical Properties of Cement-Treated Silty Sand
    Sagidullina, Nazerke
    Abdialim, Shynggys
    Kim, Jong
    Satyanaga, Alfrendo
    Moon, Sung-Woo
    SUSTAINABILITY, 2022, 14 (12)
  • [29] Complementary testing techniques applied to obtain the freeze-thaw resistance of concrete
    Romero, H. L.
    Enfedaque, A.
    Galvez, J. C.
    Casati, M. J.
    MATERIALES DE CONSTRUCCION, 2015, 65 (317) : e048
  • [30] Influence of stress damage and high temperature on the freeze-thaw resistance of concrete with fly ash as fine aggregate
    Zhang, Dongsheng
    Mao, Mingjie
    Zhang, Shangrong
    Yang, Qiuning
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 229