[25] |
齐吉琳,马 巍. 冻融作用对超固结土强度的影响[J]. 岩土工程学报,2006,28(12):2 082-2 086.(QI Jilin,MA Wei. Influence of freezing-thawing on strength of overconsolidated soils[J]. Chinese Journal of Geotechnical Engineering,2006,28(12):2 082-2 086.(in Chinese))
|
[2] |
徐斅祖,王家澄,张立新. 冻土物理学[M]. 第2版. 北京:科学出版社,2010:134-144.(XU Xiaozu,WANG Jiacheng,ZHANG Lixin. Permafrost Physics[M]. 2nd ed. Beijing:Science Press,2010:134-144.(in Chinese))
|
[4] |
胡田飞,刘建坤,房建宏,等. 冻融循环下压实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(6):1 495- 1 503.(HU Tianfei,LIU Jiankun,FANG Jianhong,et al. Experimental study on the effect of cyclic freezing-thawing on mechanical properties of silty clay with different degrees of compaction[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(6):1 495-1 503.(in Chinese))
|
[5] |
郑 郧,马 巍,邴 慧. 冻融循环对土结构性影响的试验研究及影响机制分析[J]. 岩土力学,2015,36(5):1 282-1 287.(ZHENG Yun,MA Wei,BING Hui. Impact of freezing and thawing cycles on structure of soils and its mechanism analysis by laboratory testing[J]. Rock and Soil Mechanics,2015,36(5):1 282-1287.(in Chinese))
|
[7] |
王 淼,孟上九,袁晓铭,等. 季冻区典型土类抗剪强度冻融修正系数研究[J]. 岩石力学与工程学报,2018,37(增1):3 756-3 764. (WANG Miao,MENG Shangjiu,YUAN Xiaoming,et al. Research on freezing-thawing correction coefficients of shear strength parameters of seasonal frozen soil[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(Supp.1):3 756-3 764.(in Chinese))
|
[10] |
中华人民共和国国家标准编写组. GB/T 50123—1999 土工试验方法标准[S]. 南京:南京水利科学研究院,1999.(The National Standards Compilation Group of People?s Republic of China. GB/T 50123—1999 Standard for geotechnical test methods[S]. Nanjing:Nanjing Hydraulic Research Institute,1999.(in Chinese))
|
[28] |
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.(FANG Lili,QI Jilin,MA Wei. Free-thaw induced changes in soil structure and its relationship with variations in strength[J]. Journal of Glaciology and Geocryology,2012,34(2):435-440.(in Chinese))
|
[8] |
HOU T S,XU G L,SHEN Y J,et al. Tormation mechanism and stability analysis of the Houba expansive soil landslide[J]. Engineering Geology,2013,161(14):34-43.
|
[12] |
陈 博,李建平. 近50年来中国季节性冻土与短时冻土的时空变化特征[J]. 大气科学,2008,32(3):432-443.(CHEN Bo,LI Jianping. Characteristics of spatial and temporal variation of seasonal and short-term frozen soil in China in recent 50 years[J]. Chinese Journal of Atmospheric Sciences,2008,32(3):432-443.(in Chinese))
|
[14] |
LIU J K,CHANG D,YU Q M. Influence of freeze-thaw cycles on mechanical properties of a silty sand[J]. Engineering Geology,2016,210(5):23-32.
|
[15] |
KAMEI T,AHMED A,SHIBI T. Effect of treeze-thaw cycles on durability and strength of very soft clay soil stabilized with recycled Bassanite[J]. Cold Regions Science and Technology,2012,82(8): 124-129.
|
[17] |
李彦龙,王 俊,王铁行. 温度梯度作用下非饱和土水分迁移研究[J]. 岩土力学,2016,37(10):2 839-2 844.(LI Yanlong,WANG Jun,WANG Tiehang. Moisture migration of unsaturated soil due to thermal gradients[J]. Rock and Soil Mechanics,2016,37(10):2 839-2 844.(in Chinese))
|
[18] |
马 巍,王大雁. 冻土力学[M]. 北京:科学出版社,2016:41-46.(MA Wei,WANG Dayan. Frozen soil mechanics[M]. Beijing:Science Press,2016:41-46.(in Chinese))
|
[20] |
VIKLANDER P. Permeability and volume changes in till due to cyclic freeze/thaw[J]. Canadian Geotechnical Journal,1998,35(3):471-477.
|
[22] |
ZHOU A,SHENG D. Relating shear strength of unsaturated soils with capillary water retention curve[J]. Canadian Geotechnical Journal,2016,53(6):974-987.
|
[24] |
张 英,邴 慧,杨成松. 基于SEM和MIP的冻融循环对粉质黏土强度影响机制研究[J]. 岩石力学与工程学报,2015,34(增1): 3 597-3 603.(ZHANG Ying,BING Hui,YANG Chengsong. Influences of freeze-thaw cycles on mechanical properties of silty clay based on SEM and MIP test[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(Supp.1):3 597-3 603.(in Chinese))
|
[6] |
刘寒冰,张互助,王 静. 冻融及含水率对压实黏质土力学性质的影响[J]. 岩土力学,2018,39(1):1-7.(LIU Hanbing,ZHANG Huzhu,WANG Jing. Effect of freeze-thaw and water content on mechanical properties of compacted clayey soil[J]. Rock and Soil Mechanics,2018,39(1):1-7.(in Chinese))
|
[16] |
KHAN M S,HOSSAIN S,AHMED A,et al. Investigation of a shallow slope failure on expansive clay in Texas[J]. Engineering Geology,2016,219:118-129.
|
[26] |
凌 华,殷宗泽. 非饱和土强度随含水量的变化[J]. 岩石力学与工程学报,2007,26(7):1 499-1 503.(LING Hua,YIN Zongze. Variation of unsaturated soil strength with water contents[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(7):1 499- 1 503.(in Chinese))
|
[3] |
张熙胤,张明义,路建国,等. 土体冻融特征研究现状与展望[J]. 冰川冻土,2016,38(6):1 644-1 657.(ZHANG Xiyin,ZHANG Mingyi,LU Jianguo,et al. Study of the freezing and thawing features of soil:current situation and outlook[J]. Journal of Glaciology and Geocryology,2016,38(6):1 644-1 657.(in Chinese))
|
[13] |
陈善雄,赵 旻,冷火星,等. 强膨胀土渠坡破坏机理及处理技术[M]. 北京:科学出版社,2016:24-29.(CHEN Shanxiong,ZHAO Min,LENG Huoxing,et al. Failure mechanism and treatment technology of expansive soil gully slope with strong expansion potential[M]. Beijing:Science Press,2016:24-29.(in Chinese))
|
[23] |
HAMID T B,MILLER G A. Shear strength of unsaturated soil intertaces[J]. Canadian Geotechnical Journal,2009,46(5):595-606.
|
[1] |
程展林,龚壁卫. 膨胀土边坡[M]. 北京:科学出版社,2015:23-24.(CHENG Zhanlin,GONG Biwei. Expansive soil slope[M]. Beijing:Science Press,2015:23-24.(in Chinese))
|
[11] |
中华人民共和国国家标准编写组. GB/T 50112—2013 膨胀土地区建筑技术规范[S]. 北京:中国建筑工业出版社,2013.(The National Standards Compilation Group of People?s Republic of China. GB/T 50112—2013 Technical specification for construction in expansive soil area[S]. Beijing:China Architecture and Building Press,2013.(in Chinese))
|
[21] |
齐吉琳,马 巍. 冻土的力学性质及研究现状[J]. 岩土力学,2010,31(1):133-143.(QI Jilin,MA Wei. State-of-art of research on mechanical properties of frozen soils[J]. Rock and Soil Mechanics,2010,31(1):133-143.(in Chinese))
|
[9] |
SHI B,JIANG H,LIU Z,et al. Engineering geological characteristics of expansive soils in China[J]. Engineering Geology,2002,67(1):63-71.
|
[19] |
阴琪翔,周国庆,赵晓东,等. 双向冻结-单向融化土压缩性及水分迁移试验研究[J]. 岩土力学,2015,36(4):1 021-1 026.(YIN Qixiang,ZHOU Guoqing,ZHAO Xiaodong,et al. Experimental study of the water migration and compression of soils under double direction freezing-one direction thawing[J]. Rock and Soil Mechanics,2015,36(4):1 021-1 026.(in Chinese))
|
[27] |
张连杰,武 雄,谢 永,等. 含水量及上覆压力对重塑膨胀土抗剪强度的影响分析[J]. 中国地质灾害与防治学报,2015,26(4): 138-143.(ZHANG Lianjie,WU Xiong,XIE Yong,et al. Influence of water content and overlying pressure on shear strength of remolded expansive soil[J]. The Chinese Journal of Geological Hazard and Control,2015,26(4):138-143.(in Chinese))
|