Bao W X, Yang X H. 2008. Tests and research on characteristics of shear strength of saline soil under freeze-thaw cycle[J]. Highway, (1): 5~10.Feng Y, He J X, Liu L, et al. 2008. Experimental study of the shear strength characteristics of fine-grained soil under freezing and thawing cycles[J]. Journal of Glaciology and Geocryology, 30 (6): 1013~1017.Fu B X, Zhang Q L, Shi C L, et al. 2010. Experimental research on the effect of the delay time under freezing-thawing cycle to the dynamic characteristics of the improved cemented low liquid limit silt[J]. China Railway Science, 31 (1): 9~15.Han C P, He D P, Jia Y M. 2013. Unconfined compressive strength study on lime modified clay under the action of freeze-thaw cycly [J]. Journal of China and Foreign Highway, 33 (4):273~276.Highway Scientific Research Institute of the Ministry of Transport. 2007. Soil test methods for highway engineering(JTG E402007)[S]. Beijing: China Communications Press.Li Q X, Yu H B, Wang T L. 2011. On the static properties of cementmodified soil under the action of freezing and thawing[J]. Traffic Engineering and Technology for National Defense, (2): 29~32.Li Z L, Jing Y W. 2012. The freeze-thaw cycling testing on lime treated expansive soils[J]. Soil Engineering and Foundation, 26 (1): 67~69.Liu H B, Wang J, Wei H B, et al. 2011. Correlation of subgrede soil shear strength and plasticity index under freeze-thaw cycles[J]. Journal of Jilin University(Engineering and Technology Edition), 41 (S2): 149~152.Ma W, Xu X Z, Zhang L X. 1999. Influence of frost and thaw cycles on shear strength of lime silt[J]. Chinese Journal of Geotechnical Engineering, 21 (2): 158~160.Niu F J, Ma W, Wu Q B. 2011. Thermal stability of roadbeds of the QinghaiTibet railway in permafrost regions and the main freezingthawing hazards[J]. Journal of Earth Sciences and Environment, 33 (2): 196~206.Wang J, Liu H B, Wu C L. 2012. Influence of freezethaw cycles on elastic modulus of subgrade soil with different plasticity indices[J]. Rock and Soil Mechanics, 33 (12): 3665~3668, 3688.Wang T L, Liu J K, Tian Y H. 2010. Dynamic properties of cement and lime improved soil subjected to freeze-thaw cycles[J]. Chinese Journal of Geotechnical Engineering, 32 (11): 1733~1737.Wei H B, Liu H B, Gao Y P, et al. 2007. Experimental research on dynamic properties of fly ash soil subjected to freeze-thaw cycles[J]. Rock and Soil Mechanics, 28 (5): 1005~1008.Xu Q, Wu L Z, Zhang L H. 2011. Shear strength test of the unsaturated frozen clay under freeze-thaw cycles[J]. Journal of Chengdu University of Technology(Science and Technology Edition), 38 (3): 334~338.Yu L L, Xu X Y, Qiu M G, et al. 2010. Influence of freeze-thaw on shear strength properties of saturated silty clay[J]. Rock and Soil Mechanics, 31 (8): 2448~2452.Zhang S S, Yang X H. 2012. Large shear test on coarse saline soil with freeze-thaw cycle[J]. Journal of Chang'an University(Natural Science Edition), 32 (3): 11~16.包卫星, 杨晓华. 2008. 冻融条件下盐渍土抗剪强度特性试验研究[J]. 公路, (1): 5~10.冯勇, 何建新, 刘亮,等. 2008. 冻融循环作用下细粒土抗剪强度特性试验研究[J]. 冰川冻土, 30 (6): 1013~1017.付兵先, 张千里, 史存林,等. 2010. 冻融循环条件下延迟时间对水泥改良低液限粉土动力特性影响试验研究[J]. 中国铁道科学, 31 (1): 9~15.韩春鹏, 何东坡, 贾艳敏. 2013. 冻融循环作用下石灰改良黏土无侧限抗压强度试验研究[J]. 中外公路, 33 (4): 273~276.交通部公路科学研究所. 2007. 公路土工试验规程(JTG E402007)[S]. 北京: 人民交通出版社.李清宪, 于海兵, 王天亮. 2011. 冻融作用下水泥改良土的静力特性研究[J]. 国防交通工程与技术, (2): 29~32.李自灵, 金彦雯. 2012. 石灰处治膨胀土冻融循环试验研究[J]. 土工基础, 26 (1): 67~69.刘寒冰, 王静, 魏海斌,等. 2011. 冻融循环下路基土抗剪强度与塑性指数相关性[J]. 吉林大学学报(工学版), 41 (增2): 149~152.马巍, 徐学祖, 张立新. 1999. 冻融循环对石灰粉土剪切强度特性的影响[J]. 岩土工程学报, 21 (2): 158~160.牛富俊, 马巍, 吴青柏. 2011. 青藏铁路主要冻土路基工程热稳定性及主要冻融灾害[J]. 地球科学与环境学报, 33 (2): 196~206.王静, 刘寒冰, 吴春利. 2012. 冻融循环对不同塑性指数路基土弹性模量的影响研究[J]. 岩土力学, 33 (12): 3665~3668, 3688.王天亮, 刘建坤, 田亚护. 2010. 水泥及石灰改良土冻融循环后的动力特性研究[J]. 岩土工程学报, 32 (11): 1733~1737.魏海斌, 刘寒冰, 高一平,等. 2007. 粉煤灰土冻融循环后的动力特性试验研究[J]. 岩土力学, 28 (5): 1005~1008.许强, 吴礼舟, 张莲花. 2011. 冻融循环作用下非饱和黏土的抗剪强度试验[J]. 成都理工大学学报(自然科学版), 38 (3): 334~338.于琳琳, 徐学燕, 邱明国,等. 2010. 冻融作用对饱和粉质黏土抗剪性能的影响[J]. 岩土力学, 31 (8): 2448~2452.张莎莎, 杨晓华. 2012. 粗粒盐渍土大型冻融循环剪切试验[J]. 长安大学学报(自然科学版), 32 (3): 11~16.
|