[1]张爱军, 邢义川, 胡新丽, 等. 伊犁黄土强烈自重湿陷性的影响因素分析[J]. 岩土工程学报, 2016,38(增2):117-122.(Zhang Aijun, Xing Yichuan, Hu Xinli, et al. Influencing factors of strong self-weight collapsibility of Iili loess[J]. Chinese Journal of Geotechnical Engineering, 2016,38(Supp.2):117-122.(in Chinese))
[2]牛丽思, 张爱军, 王毓国, 等. NaCl含量对伊犁原状黄土湿陷和溶陷特性的影响[J]. 岩土工程学报, 2020,42(增2):67-71.(Niu Lisi, Zhang Aijun, Wang Yuguo, et al. Effects of NaCl content on wetting and dissolution characteristics of Ili loess[J]. Chinese Journal of Geotechnical Engineering, 2020,42(Supp.2):67-71. (in Chinese))
[3]王宇, 李同录, 雷雨露, 等. 压实黄土土水特征对其孔隙结构的响应[J]. 岩石力学与工程学报, 2022,41(6):1246-1255.(Wang Yu, Li Tonglu, Lei Yulu, et al. Response of water characteristics of compacted loess to its pore structure[J]. Chinese Journal of Rock Mechanics and Engineering, 2022,41(6):1246-1255.(in Chinese))
[4]胡田飞, 刘建坤, 房建宏, 等. 冻融循环下冷却温度对粉质黏土力学性质影响的试验研究[J]. 岩石力学与工程学报, 2017,36(7):1757-1767.(Hu Tianfei, Liu Jiankun, Fang Jianhong, et al. Experimental study on the influence of cooling temperature on mechanical properties of silty clay under freeze-thaw cycle[J]. Chinese Journal of Rock Mechanics and Engineering, 2017,36(7):1757-1767.(in Chinese))
[5]Zhang S, Liu H, Chen W, et al. Strength deterioration model of remolded loess contaminated with acid and alkali solution under freeze-thaw cycles[J]. Bulletin of Engineering Geology and the Environment, 2020,79(6):3007-3018.
[6]Xu J, Li Y, Lan W, et al. Shear strength and damage mechanism of saline intact loess after freeze-thaw cycling[J]. Cold Regions Science and Technology, 2019,164:102779.
[7]崔宏环, 秦晓鹏, 王文涛, 等. 冻融循环对非饱和粉质粘土SWCC及强度的影响[J]. 地下空间与工程学报, 2020,16(6):1722-1728.(Cui Honghuan, Qin Xiaopeng, Wang Wentao, et al. Effect of freeze-thaw cycle on SWCC and strength of unsaturated silty clay[J]. Chinese Journal of Underground Space and Engineering, 2020,16(6):1722-1728.(in Chinese))
[8]赵茜, 苏立君, 刘华, 等. 冻融循环对黄土渗透系数各向异性影响的试验研究[J]. 冰川冻土, 2020,42(3):843-853.(Zhao Qian, Su Lijun, Liu Hua, et al. Experimental study on the effect of freeze-thaw cycle on the anisotropy of loess permeability[J]. Journal of Glaciology and Geocryology, 2020,42(3):843-853.(in Chinese))
[9]郑英杰, 金青, 崔新壮, 等. 冻融循环作用下黄泛区饱和含盐粉土动力性能及细观损伤演化规律[J]. 中国公路学报, 2020,33(9):32-44.(Zheng Yingjie, Jin Qing, Cui Xinzhuang, et al. Dynamic properties and meso-damage evolution of saturated salty silt soil in yellow pan under freeze-thaw cycle[J]. China Journal of Highway and Transport, 2020,33(9):32-44.(in Chinese))
[10]许健, 张明辉, 李彦锋, 等. Na2SO4盐渍原状黄土冻融过程劣化特性试验研究[J]. 岩土工程学报, 2020,42(9):1642-1650.(Xu Jian, Zhang Minghui, Li Yanfeng, et al. Experimental study on degradation characteristics of Na2SO4 salted unitted loess during freeze-thaw process[J]. Chinese Journal of Geotechnical Engineering, 2020,42(9):1642-1650.(in Chinese))
[11]董晓宏, 张爱军, 连江波, 等. 反复冻融下黄土抗剪强度劣化的试验研究[J]. 冰川冻土, 2010,32(4):767-772.(Dong Xiaohong, Zhang Aijun, Lian Jiangbo, et al. Experimental study on deterioration of shear strength of loess under repeated freeze-thaw[J]. Journal of Glaciology and Geocryology, 2010,32(4):767-772.(in Chinese))
[12]胡再强, 刘寅, 李宏儒. 冻融循环作用对黄土强度影响的试验研究[J]. 水利学报, 2014,45(增2):14-18.(Hu Zaiqiang, Liu Yin, Li Hongru. Experimental study on the effect of freeze-thaw cycle on loess strength[J]. Journal of Hydraulic Engineering, 2014,45(Supp.2):14-18.(in Chinese))
[13]黄琨, 万军伟, 陈刚, 等. 非饱和土的抗剪强度与含水率关系的试验研究[J]. 岩土力学, 2012,33(9):2600-2604.(Huang Kun, Wan Junwei, Chen Gang, et al. Experimental study on the relationship between shear strength and moisture content of unsaturated soil[J]. Rock and Soil Mechanics, 2012,33(9):2600-2604.(in Chinese))
[14]贾亮, 朱彦鹏, 朱鋆川. 兰州马兰、离石压实黄土抗剪强度影响因素探讨[J]. 岩土工程学报, 2014,36(S2):120-124. (Jia Liang, Zhu Yanpeng, Zhu Gangchuan. Discussion on influencing factors of shear strength of maran and off-stone compacted loess in Lanzhou[J]. Chinese Journal of Geotechnical Engineering, 2014,36(Supp.2):120-124. (in Chinese)
[15]曹文昭, 吴文彪, 郑俊杰. 考虑含水率影响的压实黄土路堤稳定性研究[J]. 岩土力学, 2015,36(增1). (Cao Wenzhao, Wu Wenbiao, Zheng Junjie. Study on stability of compacted loess embankment considering the influence of moisture content[J]. Rock and Soil Mechanics, 2015,36(Supp.1). (in Chinese))
[16]Leng Y, Peng J, Wang S, et al. Development of water sensitivity index of loess from its mechanical properties[J]. Engineering Geology, 2021,280:105918.
[17]谷琪, 王家鼎, 司冬冬, 等. 不同含水率下黄土冻融循环对湿陷性影响探讨[J]. 岩土工程学报, 2016,38(7):1187-1192.(GU Qi, WANG Jiading, SI Dongdong, et al. Effect of freeze-thaw cycle of loess on collapsibility under different moisture content[J]. Chinese Journal of Geotechnical Engineering, 2016,38(7):1187-1192.(in Chinese))
[18]She H, Hu Z, Qu Z, et al. Structural strength deterioration characteristics and a model of undisturbed loess under the action of wetting and freeze-thaw cycles[J]. Mathematical Problems in Engineering, 2019,2019:4790250.1-4790250.23.
[19]Ma C, Hu B, Zhan H. Long-term shear strength weakening of soft interlayers due to low-permeability[J]. Journal of Contaminant Hydrology, 2021,241:103840.
[20]师智勇, 陈慧娥, 苑晓青, 等. 冻融循环对土体分散性的影响及微观机理分析[J]. 工程地质学报, 2020, 31(1):51-59.(Shi Zhiyong, Chen Hui'e, Yuan Xiaoqing, et al. Effect of freeze-thaw cycle on soil dispersibility and microscopic mechanism analysis[J]. Journal of Engineering Geology, 2020:31(1):51-59.(in Chinese))
[21]潘振兴, 杨更社, 叶万军, 等. 干湿循环作用下原状黄土力学性质及细观损伤研究[J]. 工程地质学报, 2020,28(6):1186-1192.(Pan Zhenxing, Yang Gengshe, Ye Wanjun, et al. Study on mechanical properties and mesoscopic damage of unsitu loess under dry-wet cycle[J]. Journal of Engineering Geology, 2020,28(6):1186-1192.(in Chinese))
[22]刘宽, 叶万军, 景宏君, 等. 季冻区黄土微观损伤识别与宏观力学响应研究[J]. 岩土工程学报, 2021,43(增1):192-197.(Liu Kuan, Ye Wanjun, Jing Hongjun, et al. Microscopic damage identification and macroscopic mechanical response of loess in frozen area[J]. Chinese Journal of Geotechnical Engineering, 2021,43(Supp.1):192-197.(in Chinese))
[23]叶万军, 陈义乾, 张登峰, 等. 冻融作用下水分迁移对压实黄土强度影响的宏微观试验研究[J]. 中国公路学报, 2021,34(6):27-37.(Ye Wanjun, Chen Yiqian, Zhang Dengfeng, et al. Macro and microscopic experimental study on the effect of water migration on the strength of compacted loess under freeze-thaw[J]. China Journal of Highway and Transport, 2021,34(6):27-37.(in Chinese))
[24]刘禹阳, 王耕, 来弘鹏, 等. 干湿循环作用下原状黄土宏–微观参数关系研究[J]. 水利学报, 2022,53(4):421-432.(Liu Yuyang, Wang Geng, Lai Hongpeng, et al. Study on macro-micro parameter relationship between unsitted loess under dry-wet cycle[J]. Journal of Hydraulic Engineering, 2022,53(4):421-432.(in Chinese))
[25]Zheng F, Shao S, Wang S. Effect of freeze-thaw cycles on the strength behaviour of recompacted loess in true triaxial tests[J]. Cold Regions Science and Technology, 2021,181:103172.
[26]Wang Q, Liu F, Zhong X, et al. Dynamic Characteristics and Mechanism of the Saturated Compacted Loess under Freeze-Thaw Cycles[J]. Geofluids, 2021,2021:6296578.1-6296578.12.
[27]Wan X, Lai Y, Wang C. Experimental study on the freezing temperatures of saline silty soils[J]. Permafrost and Periglacial Processes, 2015,26(2):175-187.
[28]王宁, 王清, 霍珍生, 等. 盐分与压实度对盐渍土起始冻胀含水率的影响[J]. 工程地质学报, 2016,24(5):951-958.(Wang Ning, Wang Qing, Huo Zhensheng, et al. Effects of salinity and compaction on initial frost heave moisture content of saline soil[J]. Journal of Engineering Geology, 2016,24(5):951-958.(in Chinese))
[29]穆彦虎, 马巍, 李国玉, 等. 冻融作用对压实黄土结构影响的微观定量研究[J]. 岩土工程学报, 2011,33(12):1919-1925.(Mu Yanhu, Ma Wei, Li Guoyu, et al. Microscopic quantitative study on the structure of compacted loess[J]. Chinese Journal of Geotechnical Engineering, 2011,33(12):1919-1925.(in Chinese))
[30]王海涛,张远芳,成峰,等.冻融循环作用下盐渍土抗剪强度变化规律研究[J].地下空间与工程学报,2016,12(5):1271-1276.(Wang Haitao,Zhang Yuanfang,Cheng Feng,et al.Study on the shear strength change laws of the saline soil subjected to freeze-thaw cycle[J].Chinese Journal of Underground Space and Engineering,2016,12(5):1271-1276.(in Chinese))
[31]张卫兵,李晓,雷过,等.冻融—干湿循环下硫酸盐渍土的微观孔隙研究[J].地下空间与工程学报,2023,19(2):465-473.(Zhang Weibing,Li Xiao,Lei Guo,et al.Study of microscopic pores in sulfate saline soils under freeze-thaw-dry-wet cycles[J].Chinese Journal of Underground Space and Engineering,2023,19(2):465-473.(in Chinese))