[1] Wu Zhen. Experimental study on frost heave characteristics of high speed railway subgrade filling in deep frozen soil area[D]. Shijiazhuang:Shijiazhuang Railway University, 2013.[吴镇. 深季节冻土区高速铁路路基填料冻胀特性试验研究[D]. 石家庄:石家庄铁道大学, 2013.] [2] Cheng Aijun. Study on the frost heave classification of railway subgrade fillers[D]. Beijing:Railway Scientific Research Institute, 2006.[程爱君. 铁路路基填料的冻胀性分类研究[D]. 北京:铁道科学研究院, 2006.] [3] Liu Hua. Study on the effect of freeze-thaw on the stability of high speed railway subgrade and the evaluation of frost heave prevention and control effect[D]. Beijing:University of Chinese Academy of Sciences, 2013.[刘华. 冻融作用对高速铁路路基稳定性影响及冻胀防治效果评价研究[D]. 北京:中国科学院大学, 2013.] [4] Wang Chunlei, Zhang Rongken, Zhao Xiaomeng, et al. Frost heaving monitoring system and frost heaving rules for the high-speed railway embankment in the seasonally frozen soil regions[J]. Journal of Glaciology and Geocryology, 2014, 36(4):962-968.[王春雷, 张戎垦, 赵晓萌, 等. 季节冻土区高速铁路路基冻胀监测系统及冻胀规律研究[J]. 冰川冻土, 2014, 36(4):962-968.] [5] Yu Lei. Observation and analysis on frost heaving deformation at subgrade of Haerbin-Dalian PDL[J]. Subgrade Engineering, 2013(3):54-63.[余雷. 哈大客专路基冻胀变形的观测与分析[J]. 路基工程, 2013(3):54-63.] [6] Design specification for high speed railway. TB 10621-2014[S]. Beijing:China Railway Press, 2014:15-29.[高速铁路设计规范. TB 10621-2014[S]. 北京:中国铁道出版社, 2014:15-29.] [7] Shi Gangqiang, Zhao Shiyun, Li Xianming, et al. Monitoring and analysis of frost heave deformation of subgrade of high speed railway in severe cold region[J]. Journal of Glaciology and Geocryology, 2014, 36(2):360-368.[石刚强, 赵世运, 李先明, 等. 严寒地区高速铁路路基冻胀变形监测分析[J]. 冰川冻土, 2014, 36(2):360-368.] [8] Zhang Yuzhi. Study on the stability of high speed railway subgrade in deep seasonal frozen soil area[D]. Beijing:Beijing Jiaotong University, 2015.[张玉芝. 深季节性冻土地区高速铁路路基稳定性研究[D]. 北京:北京交通大学, 2015.] [9] Wu Lizhou. Xu Qiang, Huang Runqiu. Analysis of frost heave and thawing process of unsaturated clay[J]. Rock and Soil Mechanics, 2011, 32(4):1025-1028.[吴礼舟, 许强, 黄润秋. 非饱和黏土的冻胀融沉过程分析[J]. 岩土力学, 2011, 32(4):1025-1028.] [10] Li Shuwu, Nie Dexin, Wu Jichun. Experimental study on the frost heave and water change of a certain kind of silty clay[J]. Resource Environment and Engineering, 2010, 24(5):615-618.[李树武, 聂德新, 吴吉春. 某类粉质黏土冻胀与水分变化的试验研究[J]. 资源环境与工程, 2010, 24(5):615-618.] [11] Li Ping, Xu Xiaozu, Chen Fengfeng. Research status and progress of frozen margin and frost heave model[J]. Journal of Glaciology and Geocryology, 2000, 22(1):90-95.[李萍, 徐斅祖, 陈峰峰. 冻结缘和冻胀模型的研究现状与进展[J]. 冰川冻土, 2000, 22(1):90-95.] [12] Wu Libo, Qi Wei, Niu Fujun, et al. A review of studies on roadbed frozen damage and countermeasures in seasonal frozen ground regions in China[J]. Journal of Glaciology and Geocryology, 2015, 37(5):1283-1293.[武立波, 祁伟, 牛富俊, 等. 我国季节性冻土区公路路基冻害及其防治研究进展[J]. 冰川冻土, 2015, 37(5):1283-1293.] [13] Chen Zhongyi. Soil mechanics[M]. Beijing:Tsinghua University Press 1994.[陈仲颐. 土力学[M]. 北京:清华大学出版社, 1994.] [14] Niu Fujun, Liu Hua, Niu Yonghong, et al. Experimental study of roadbed stability in cutting section along a high-speed railway in seasonal frozen regions[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(Suppl 2):4032-4040.[牛富俊, 刘华, 牛永红, 等. 季节冻土区高速铁路路堑段路基稳定性试验研究[J]. 岩石力学与工程学报, 2013, 32(增刊2):4032-4040.] [15] Tai Bowen, Liu Jiankun, Li Xu, et al. Numerical model of frost heaving and anti-frost heave measures of high speed railway subgrade in cold regions[J]. China Railway Science, 2017, 38(3):1-9.[邰博文, 刘建坤, 李旭, 等. 寒区高速铁路路基冻胀数值模型及防冻胀措施[J]. 中国铁道科学, 2017, 38(3):1-9.] [16] Xu Jian, Niu Fujun, Niu Yonghong, et al. Analysis on the effect of replacing-soil method on inhibiting frost heave of railway roadbed in seasonal frozen soil region[J]. China Railway Science, 2011, 32(5):1-7.[许健, 牛富俊, 牛永红, 等. 换填法抑制季节冻土区铁路路基冻胀效果分析[J]. 中国铁道科学, 2011, 32(5):1-7.] [17] Ye Yangsheng, Wang Zhongjin, Cheng Aijun, et al. Frost heave classification of railway subgrade filling material and the design of anti-freezing layer[J]. China Railway Science, 2007, 28(1):1-7.[叶阳升, 王仲锦, 程爱君, 等. 路基的填料冻胀分类及防冻层设置[J]. 中国铁道科学, 2007, 28(1):1-7.] [18] Li Anyuan, Niu Yonghong, Niu Fujun, et al. Research status of frost heaving properties and controlling measures of coarse grained soil[J]. Journal of Glaciology and Geocryology, 2015, 37(1):202-210.[李安原, 牛永红, 牛富俊, 等. 粗颗粒土冻胀特性和防治措施研究现状[J]. 冰川冻土, 2015, 37(1):202-210.] [19] Sheng Daichao, Zhang Sheng, He Zuoyue. Assessing frost susceptibility of soils[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(3):594-605.[盛岱超, 张升, 贺佐跃. 土体冻胀敏感性评价[J]. 岩石力学与工程学报, 2014, 33(3):594-605.] [20] Zhang Yichen, Li Xin, Zhang Xifa, et al. Research on frost heave susceptibility and classification of coarse grained soil of highway subgrade in seasonally frozen ground region[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10):1522-1526.[张以晨, 李欣, 张喜发, 等. 季冻区公路路基粗粒土的冻胀敏感性及分类研究[J]. 岩土工程学报, 2007, 29(10):1522-1526.] [21] Niu Fujun, Lin Zhanju, Wu Xuyang, et al. Characteristics of subgrade's temperature, moisture and frost heave deformation in Haomen, passenger railway line from Lanzhou to Xinjiang[J]. Journal of Glaciology and Geocryology, 2016, 38(4):1074-1082.[牛富俊, 林战举, 吴旭阳, 等. 兰新客运专线浩门区间路基温度、水分及冻胀变形特征[J]. 冰川冻土, 2016, 38(4):1074-1082.] |