Mao Xuesong, Yang Jinfeng, Zhang Zhengbo, et al. Experimental study of integrated temperature moisture load effect on subgrade during freeze-thaw cycle[J]. Journal of Glaciology and Geocryology, 2012, 32(5): 427-435. [毛雪松, 杨锦凤, 张正波, 等. 温度-湿度-荷载综合作用下路基冻融过程试验研究[J]. 冰川冻土, 2012, 32(5): 427-435.]
[2]
Wang Enliang, Li Jinling. Experimental study of influence of freeze and thaw cycle on shear strength of concrete slope protection[J]. Journal of Glaciology and Geocryology, 2012, 34(5): 1173-1178. [汪恩良, 李金玲. 冻融循环对砼护坡界面抗剪强度试验研究[J]. 冰川冻土, 2012, 34(5): 1173-1178.]
[3]
Geng Ke. Impacts of freeze-thaw cycle on frost heaving force on tunnel structures in cold regions[J]. Journal of Glaciology and Geocryology, 2013, 35(4): 913-919. [耿珂. 冻融循环对寒区隧道结构冻胀力的影响[J]. 冰川冻土, 2013, 35(4): 913-919.]
[4]
Yuan Zhongxia, Wang Lanmin, Deng Jin. The application of SEM microstructure images to the study for the structure properties of loess[J]. Geotechnical Investigation & Surveying, 2005(4): 1-4. [袁中夏, 王兰民, 邓津. 电镜图像在黄土结构性研究中应用的几个问题[J]. 工程勘察, 2005(4): 1-4.]
[5]
Bruno D, Randolph M F. Dynamic and static load testing of model piles driven into dense sand [J]. Journal of Geotechnical and Geo-Environmental Engineering, 1999, 125(11): 988-998.
[6]
Qi Jilin, Zhang Jianming, Zhu Yuanlin. Influence of freezing-thawing on soil structure and its soil mechanics significance[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(2): 2690-2694. [齐吉琳, 张建明, 朱元林. 冻融作用对土结构性影响的土力学意义[J]. 岩石力学与工程学报, 2003, 22(2): 2690-2694.]
[7]
Shen Zhujiang. Weathering resistant design: An important aspect of future development of geotechnical engineering design [J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 866-869. [沈珠江. 抗风化设计: 未来岩土工程设计的一个重要内容[J]. 岩土工程学报, 2004, 26(6): 866-869.]
[8]
Chamberlain E J, Gow A J. Effect of freezing and thawing on the permeability and structure of soils[J]. Engineering Geology, 1979, 13(4): 73-92.
[9]
Zimmie T F, La Plante C. The effect of freeze-thaw cycles on the permeability of a fine grained soil[C]//Proceedings of 22nd Mid-Atlantic Industrial Waste Conference. Philadelphia, PA: Drexel University, 1990: 580-593.
[10]
Chamberlain E J, Iskander I, Hunsiker S E. Effect of freeze-thaw cycles on the permeability and macrostructure of soils[C]//Proceedings of International Symposium on Frozen Soil Impacts on Agricultural, Range and Forest Lands: CRREL Special Report 90-1. Hanover, NH: CRREL, US Army Corps of Engineers, 1990: 145-155.
[11]
Viklander P. Permeability and volume changes in till due to cyclic freeze-thaw[J]. Canadian Geotechnical Journal, 1998, 35(3): 471-477.
[12]
Yong R N, Boonsinsuk P, Yin C W P. Alter nation of soil behavior after cyclic freezing and thawing[C]//Proceedings of 4th International Symposium on Ground Freezing. Rotterdam, the Netherlands: A. A. Balkema, 1985: 187-195.
[13]
Ono T, Mitachi T. Computer controlled triaxial freeze-thaw-shear apparatus[C]//Proceedings of 8th International Symposium on Ground Freezing. Rotterdam, the Netherlands: A. A. Balkema, 1997: 335-339.
[14]
Alkire B D, Morrison J M. Change in soil structure due to freeze-thaw and repeated loading[J]. Transportation Research Record, 1983, 18(9): 15-21.
[15]
Ogata N, Kataoka T, Komiya A. Effect of freezing-thawing on the mechanical properties of soil[C]//Proceedings of 4th International Symposium on Ground Freezing. Rotterdam, the Netherlands: A. A. Balkema, 1985: 201-207.
[16]
Chuilin Y M, Yazynin O M. Frozen soil macro and microstructure formation[C]//Proceedings of 5th International Conference on Permafrost. Trondheim, Norway: Tapir Publishers, 1988: 320-323.
[17]
Aoyama K, Ogawa S, Fukuda M. Temperature dependencies of mechanical properties of soils subjected to freezing and thawing[C]//Proceedings of the 4th International Symposium on Ground Freezing. Rotterdam, the Netherlands: A. A. Balkema, 1985: 217-222.
[18]
Bondarenko G L, Sadovsky A V. Water content effect of the thawing clay soils on shear strength[C]//Proceedings of the 7th International Symposium on Ground Freezing. Rotterdam, the Netherlands: A. A. Balkema, 1991: 123-127.
[19]
Swan C, Greene C. Freeze-thaw effects on Boston Blue clay [M]//Soil Improvement for Big Digs. [S.l.]: ASCE, 1998: 161-176.
[20]
Gandahl R. The Damaging Effects of Frost Action in Roads, Overview of Types of Damage and Preventive Measures, VTI Report No.230[R]. Linkoping, Sweden: Swedish Road and Traffic Research Institute, 1980: 418-423.
[21]
Everett D H. The thermodynamics of frost damage to porous solids[J]. Transactions of the Faraday Society, 1961, 57(7): 1541-1551.
[22]
Miller R D. Freezing and heaving of saturated and unsaturated soils[J]. Highway Research Record, 1972, 39(3): 1-11.
[23]
Akagawa S. Experimental study of frozen fringe characteristics [J]. Cold Region Science and Technology, 1988, 15(3): 209-223.
[24]
Song Chunxia, Qi Jilin, Liu Fengyin. Influence of freezing-thawing on mechanical properties of Lanzhou loess[J]. Rock and Soil Mechanics, 2008, 29(4): 1077-1086. [宋春霞, 齐吉琳, 刘奉银. 冻融作用对兰州黄土力学性质的影响[J]. 岩土力学, 2008, 29(4): 1077-1086.]
[25]
Fang Lili, Qi Jilin, Ma Wei. Freeze-thaw induced changes in soil structure and its relationship with variations in strength[J]. Journal of Glaciology and Geocryology, 2012, 34(2): 435-440. [方丽莉, 齐吉琳, 马巍. 冻融作用对土结构性的影响及其导致的强度变化[J]. 冰川冻土, 2012, 34(2): 435-440.]
[26]
Wang Tiehang, Luo Shaofeng, Liu Xiaojun. Testing study of freezing-thawing strength of unsaturated undisturbed loess considering influence of moisture content[J]. Rock and Soil Mechanics, 2010, 31(8): 2378-2382. [王铁行, 罗少锋, 刘小军. 考虑含水率影响的非饱和原状黄土冻融强度试验研究[J]. 岩土力学, 2010, 31(8): 2378-2382.]
[27]
Dong Xiaohong, Zhang Aijun, Lian Jiangbo. Study of shear strength deterioration of loess under repeated freezing-thawing cycles[J]. Journal of Glaciology and Geocryology, 2010, 32(4): 767-772. [董晓宏, 张爱军, 连江波. 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.]
[28]
Dong Xiaohong, Zhang Aijun, Lian Jiangbo, et al. Laboratory study on shear strength deterioration of loess with long-term freezing-thawing cycles[J]. Journal of Engineering Geology, 2010, 18(6): 887-893. [董晓宏, 张爱军, 连江波, 等. 长期冻融循环引起黄土强度劣化的试验研究[J]. 工程地质学报, 2010, 18(6): 887-893.]
[29]
Bi Guiquan, Zhang Xia, Li Guoyu, et al. Experiment of impact of freezing-thawing cycle on physics mechanical properties of loess[J]. Journal of Lanzhou University of Technology, 2010, 36(2): 114-117. [毕贵权, 张侠, 李国玉, 等. 冻融循环对黄土物理力学性质影响的试验[J]. 兰州理工大学学报, 2010, 36(2): 114-117.]
[30]
Shi Huaqiang, Ni Wankui, Liu Kui, et al. The impact of the freezing-thawing cycle to compression of the loess[J]. Hydrogeology & Engineering Geology, 2012, 39(3): 45-48. [师华强, 倪万魁, 刘魁, 等. 冻融循环作用对黄土压缩性的影响[J]. 水文地质工程地质, 2012, 39(3): 45-48.]
[31]
Wang Quan, Ma Wei, Zhang Ze, et al. Research on the secondary collapse properties of loess under freeze-thaw cycle[J]. Journal of Glaciology and Geocryology, 2013, 35(2): 376-382. [王泉, 马巍, 张泽, 等. 冻融循环对黄土二次湿陷特性的影响研究[J]. 冰川冻土, 2013, 35(2): 376-382.]
[32]
Mu Yanhu, Ma Wei, Li Guoyu, et al. Quantitative analysis of impacts of freeze-thaw cycles upon microstructure of compacted loess[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1919-1925. [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.]
[33]
Zhang Shimin, Li Shuangyang. Experimental study of the Tibetan silty clay under freeze-thaw cycles[J]. Journal of Glaciology and Geocryology, 2012, 34(3): 625-629. [张世民, 李双洋. 青藏粉质黏土冻融循环试验研究[J]. 冰川冻土, 2012, 34(3): 625-629.]
