冰川冻土 ›› 2019, Vol. 41 ›› Issue (3): 669-679.doi: 10.7522/j.issn.1000-0240.2019.0070
苗祺1,2, 牛富俊1, 林战举1, 罗京1
收稿日期:
2018-11-19
修回日期:
2019-01-27
出版日期:
2019-06-25
发布日期:
2019-09-10
通讯作者:
牛富俊,E-mail:niufujun@lzb.ac.cn.
E-mail:niufujun@lzb.ac.cn
作者简介:
苗祺(1991-),男,甘肃环县人,2016年在兰州交通大学获硕士学位,现为中国科学院西北生态环境资源研究院在读博士研究生,从事寒区高铁路基冻胀研究.E-mail:miaoqi@lzb.ac.cn
基金资助:
MIAO Qi1,2, NIU Fujun1, LIN Zhanju1, LUO Jing1
Received:
2018-11-19
Revised:
2019-01-27
Online:
2019-06-25
Published:
2019-09-10
摘要: 随着我国高速铁路建设的快速发展,穿越广阔季节冻土区的高速铁路越来越多,工程面临的冻胀问题已成为研究和工程人员关注的焦点,并取得了许多研究成果。基于前人研究,总结了我国季节冻土区高速铁路路基冻胀特点和分布规律,探讨了高铁路基粗颗粒填料的冻胀特性及其影响因素,分析了路基在冻融过程中水热变化情况,讨论了现有高铁路基防冻害措施以及其适用性。在此基础上,提出季节冻土区高铁路基冻胀研究面临的主要问题及展望,为季节冻土区高铁路基冻胀及其防治工作研究提供新思路。
中图分类号:
苗祺, 牛富俊, 林战举, 罗京. 季节冻土区高铁路基冻胀研究进展及展望[J]. 冰川冻土, 2019, 41(3): 669-679.
MIAO Qi, NIU Fujun, LIN Zhanju, LUO Jing. Progress and prospects of research on frost heave of high speed railway subgrade in seasonally frozen regions[J]. Journal of Glaciology and Geocryology, 2019, 41(3): 669-679.
[1] Qiu Guoqing, Liu Jingren, Liu Hongxu. Geocryological glossary[M]. Lanzhou:Gansu Science and Technology Press, 1994:17-19.[邱国庆, 刘经仁, 刘鸿绪. 冻土学词典[M]. 兰州:甘肃科学技术出版社, 1994:17-19.] [2] Chen Xiaobai. Current development of the study on frost susceptibility of soils[J]. Journal of Glaciology and Geocryology, 1988, 10(3):320-326.[陈肖柏. 我国土冻胀研究进展[J]. 冰川冻土, 1988, 10(3):320-326.] [3] Code for design of high speed railway:TB 10621-2014[S]. Beijing:China Railway Publishing House, 2014.[高速铁路设计规范:TB 10621-2014[S]. 北京:中国铁道出版社, 2014.] [4] Shi Gangqiang, Zhao Shiyun, Li Xianming, et al. The frost heaving deformation of high-speed railway subgrades in cold regions:monitoring and analyzing[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.] [5] 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.] [6] Cai Degou. Test on frost heaving spatial-temporal distribution of high speed railway in seasonal frozen soil region[J]. China Railway Science, 2016, 37(3):16-21.[蔡德钩. 高速铁路季节性冻土路基冻胀时空分布规律试验[J]. 中国铁道科学, 2016, 37(3):16-21.] [7] Wang Chunlei, Zhang Rongken, Zhao Xiaomeng, et al. Frozen 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.] [8] Sun Yingchao, Yan Hongye, Cai Degou, et al. Research on comprehensive monitoring system for inspecting subgrade frost heave on high speed railway[J]. Railway Engineering, 2015(6):92-95.[孙英潮, 闫宏业, 蔡德钩, 等. 高速铁路路基冻胀综合监测体系研究[J]. 铁道建筑, 2015(6):92-95.] [9] Niu F, Li A, Luo J, et al. Soil moisture, ground temperature, and deformation of a high-speed railway embankment in Northeast China[J]. Cold Regions Science and Technology, 2016, 133:7-14. [10] Liu Hua, Niu Fujun, Niu Yonghong, et al. Effect of structure style on subgrade frozen characteristics of high-speed railway in cold regions[J]. Rock and Soil Mechanics, 2015, 36(11):3135-3142.[刘华, 牛富俊, 牛永红, 等. 结构型式对寒区高铁路基冻结特征影响试验研究[J]. 岩土力学, 2015, 36(11):3135-3142.] [11] Liu Hua, Niu Fujun, Niu Yonghong, et al. Comprehensive evaluation on stability of roadbed of high speed railway in seasonal frozen regions on fuzzy mathematic[J]. Journal of Xi'an University of Architecture and Technology (Natural Science Edition), 2014, 46(3):367-375.[刘华, 牛富俊, 牛永红, 等. 基于模糊数学寒区高速铁路路基稳定性评价及应用分析[J]. 西安建筑科技大学学报(自然科学版), 2014, 46(3):367-375.] [12] Du Xiaoyan. A study on the frost heave mechanism of micro-frost-heave filling based on the interaction of frost heave of filling material and coarse particles skeleton[D]. Beijing:China Academy of Railway Sciences, 2015.[杜晓燕. 基于填充料冻胀与粗粒骨架相互作用的微冻胀填料冻胀机理研究[D]. 北京:中国铁道科学研究院, 2015.] [13] Zhao Shiyun, Liu Hua, Li Xianming, et al. Intelligent monitoring system for embankment deformation of high speed railway in cold regions:design and implementation[J]. Journal of Glaciology and Geocryology, 2014, 36(4):944-952.[赵世运, 刘华, 李先明, 等. 寒区高速铁路路基变形智能监测系统设计与实现[J]. 冰川冻土, 2014, 36(4):944-952.] [14] Shi Gangqiang. Research on subgrade frost heave of high-speed railway in cold regions and its engineering countermeasures[D]. Lanzhou:Lanzhou University, 2014:114-118.[石刚强. 严寒地区高速铁路路基冻胀和工程对策研究[D]. 兰州:兰州大学, 2014:114-118.] [15] Zhang Zhengyi. The frost heaving deformation of Shenyang-Dandong high-speed railway and the design of frost heave protection[J]. China Standardization, 2017(4):158-165.[张正义. 沈丹客专路基防冻胀设计及冻胀变形研究[J]. 中国标准化, 2017(4):158-165.] [16] Zhang Xianjun. Analysis of frost heave laws in subgrade on Harbin-Dalian high-speed railway and its influence factors[J]. Railway Standard Design, 2013(7):3-12.[张先军. 哈大高速铁路路基冻胀规律及影响因素分析[J]. 铁道标准设计, 2013(7):3-12.] [17] Chen Zelian, Leng Jingyan. Study on frost heaving deformation of subgrade for Harbin-Qiqihar PDL[J]. Subgrade Engineering, 2014(6):131-134.[陈则连, 冷景岩. 哈齐客运专线路基冻胀变形研究[J]. 路基工程, 2014(6):131-134.] [18] Li Xianming. Design optimization of anti-frost-heaving for high speed railway subgrade in seasonal frozen soil regions[J]. Railway Engineering, 2016(11):96-100.[李先明. 季节性冻土区高速铁路路基防冻胀设计优化[J]. 铁道建筑, 2016(11):96-100.] [19] Li Anyuan. Characteristic and mechanism of micro-frost heave in Lanzhou-Xinjiang High Speed Railway embankment:a case study of Menyuan to Minle section[D]. Lanzhou:Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, 2017.[李安原. 兰新高铁路基微冻胀特征和机理研究:以门源至民乐段为例[D]. 兰州:中国科学院西北生态环境资源研究院, 2017.] [20] Tian Shijun. Automatic observation and intensive analysis of frost heaving of Harbin-Dalian High-Speed Railway subgrade[J]. Railway Standard Design, 2014, 58(11):7-10.[田士军. 哈大高速铁路路基冻胀自动观测和深化分析研究[J]. 铁道标准设计, 2014, 58(11):7-10.] [21] 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.] [22] Chamberlain E J. Frost heave of saline soils[C]//Proceedings of the 4th International Conference on Permafrost. Washington, D.C.:National Academy Press, 1983:121-126. [23] Wang Zhengqiu. Frost heaving classifications of the coarse grained soil[J]. Journal of Glaciology and Geocryology, 1986, 8(3):195-200.[王正秋. 粗粒土冻胀性分类[J]. 冰川冻土, 1986, 8(3):195-200.] [24] Bilodeau J P, Dore G, Pierre P. Gradation influence on frost susceptibility of base granular materials[J]. International Journal of Pavement Engineering, 2008, 9(6):397-411. [25] Konrad J M. Freezing-induced water migration in compacted base-course material[J]. Canadian Geotechnical Journal, 2008, 45(7):895-909. [26] Konrad J M, Lemieux N. Influence of fines on frost heave characteristics of a well-graded base-course material[J]. Canadian Geotechnical Journal, 2005, 42(5):515-527. [27] Wang Tianliang, Yue Zurun. Influence of fines content on frost heaving properties of coarse grained soil[J]. Rock and Soil Mechanics, 2013, 34(2):360-364.[王天亮, 岳祖润. 细粒含量对粗粒土冻胀特性影响的试验研究[J]. 岩土力学, 2013, 34(2):360-364.] [28] Liu Jiankun, Yu Qianmi, Liu Jingyu, et al. Influence of non-uniform distribution of fine soil on mechanical properties of coarse-grained soil[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(3):562-572.[刘建坤, 于钱米, 刘景宇, 等. 细粒土不均匀分布对粗粒土力学特性的影响[J]. 岩土工程学报, 2017, 39(3):562-572.] [29] Jones R H, Lomas K J. The frost susceptibility of granular materials[C]//Proceedings of the 4th International Conference on Permafrost. Washington, D.C.:National Academy Press, 1983:17-22. [30] Li Anyuan, Niu Fujun, Zheng Hao, et al. Experimental measurement and numerical simulation of frost heave in saturated coarse-grained soil[J]. Cold Regions Science and Technology, 2017, 137:68-74. [31] Fourie W J, Barnes D L, Shur Y. The formation of ice from the infiltration of water into a frozen coarse grained soil[J]. Cold Regions Science and Technology, 2007, 48:118-128. [32] Wang Qingzhi, Liu Jiankun, Tian Yahu, et al. A study of orthogonal design tests on frost-heaving characteristics of graded crushed rock[J]. Rock and Soil Mechanics, 2015, 36(10):2825-2830.[王青志, 刘建坤, 田亚护, 等. 寒区级配碎石冻胀正交试验研究[J]. 岩土力学, 2015, 36(10):2825-2830.] [33] Nie Zhihong, Liu Yuan, Wang Xiang. Experimental study on frozen-heave influence factors for graded gravel in surface layer of passenger dedicated line[J]. Journal of Railway Science and Engineering, 2013, 10(4):59-62.[聂志红, 刘源, 王翔. 客运专线基床表层级配碎石冻胀影响因素的试验研究[J]. 铁道科学与工程学报, 2013, 10(4):59-62.] [34] Zhao Hongyong, Yan Hongye, Zhang Qianli, et al. Study on frost-heave performances of filling material consisted of coarse grained soils for subgrade bed in seasonal frozen region[J]. Railway Engineering, 2014(7):92-94.[赵洪勇, 闫宏业, 张千里, 等. 季节性冻土区路基基床粗颗粒土填料冻胀特性研究[J]. 铁道建筑, 2014(7):92-94.] [35] Wu Zhen, Yue Zurun, Wang Tianliang. Test analysis on freezing temperature of fine round gravel soil in Harbin-Qiqihar Railway[J]. Journal of Shijiazhuang Tiedao University (Natural Science), 2013, 26(1):37-40.[吴镇, 岳祖润, 王天亮. 哈齐客专细圆砾土冻结温度测试分析[J]. 石家庄铁道大学学报(自然科学版), 2013, 26(1):37-40.] [36] Chen Xiaobai, Wang Yaqing, He Ping. Frost susceptibility of sandy gravel during freezing[J]. Chinese Journal of Geotechnical Engineering, 1988, 10(3):23-29.[陈肖柏, 王雅卿, 何平. 砂砾料之冻胀敏感性[J]. 岩土工程学报, 1988, 10(3):23-29.] [37] Peng Wanwei. Experimental study of frost susceptibility of sandy gravel with different contents of fine-grained soil[J]. Journal of Glaciology and Geocryology, 1988, 10(1):22-27.[彭万巍. 不同掺合料砂砾石的冻胀实验研究[J]. 冰川冻土, 1988, 10(1):22-27.] [38] Liu H, Niu F, Niu Y, et al. Effect of structures and sunny-shady slopes on thermal characteristics of subgrade along the Harbin-Dalian Passenger Dedicated Line in Northeast China[J]. Cold Regions Science and Technology, 2016, 123:14-21. [39] Yan Hongye, Cai Degou, Yang Guotao, et al. Experimental study on frost depth of high speed railway subgrade in cold region[J]. China Railway Science, 2015, 36(3):1-6.[闫宏业, 蔡德钩, 杨国涛, 等. 高寒地区高速铁路路基冻深试验研究[J]. 中国铁道科学, 2015, 36(3):1-6.] [40] Du Xiaoyan, Ye Yangsheng, Zhang Qianli, et al. Freezing depth of high speed railway in seasonally frozen ground region[J]. China Railway Science, 2015, 36(2):11-17.[杜晓燕, 叶阳升, 张千里, 等. 季节性冻土区高速铁路路基冻深研究[J]. 中国铁道科学, 2015, 36(2):11-17.] [41] Liu Hua, Niu Fujun, Niu Yonghong, et al. Experimental and numerical investigation on temperature characteristics of high-speed railway's embankment in seasonal frozen regions[J]. Cold Regions Science and Technology, 2012, 81:55-64. [42] Zhang Yuzhi, Du Yanliang, Sun Baochen. Temperature distribution in roadbed of high-speed railway in seasonally frozen regions[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(6):1286-1296.[张玉芝, 杜彦良, 孙宝臣. 季节性冻土地区高速铁路路基地温分布规律研究[J]. 岩石力学与工程学报, 2014, 33(6):1286-1296.] [43] Tai Bowen, Yue Zurun, Liu Jiankun, et al. Analysis on difference of ground temperature and deformation between southern and northern sides of high-speed railway embankment in cold regions[J]. Journal of the China Railway Society, 2017, 39(3):82-89.[邰博文, 岳祖润, 刘建坤, 等. 严寒地区客专路堤阴阳面地温及差异变形分析[J]. 铁道学报, 2017, 39(3):82-89.] [44] Xiao Wei. Study on temperature field and insulation measures of high speed railway subgrade in seasonal frozen soil region[D]. Beijing:Beijing Jiaotong University, 2014.[肖伟. 季节冻土区高速铁路路基温度场及保温措施研究[D]. 北京:北京交通大学, 2014.] [45] Niu Fujun, Liu Hua, Niu Yonghong, et al. Study on the freeze characteristic in roadbed-culvert transition section along a high speed railway[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(3):639-646.[牛富俊, 刘华, 牛永红, 等. 高速铁路路涵过渡段路基冻结特征试验研究[J]. 岩石力学与工程学报, 2014, 33(3):639-646.] [46] Tai Bowen, Yue Zurun. Field test of subgrade for Ha-Qi Passenger Dedicated Line in deep seasonal frozen regions[J]. Journal of Shijiazhuang Tiedao University (Natural Science), 2015, 28(1):66-70.[邰博文, 岳祖润. 深季节冻土区哈齐客专路基现场试验[J]. 石家庄铁道大学学报(自然科学版), 2015, 28(1):66-70.] [47] Liu Hua. Study on the stability of high-speed railway roadbed and evaluation of anti-frost engineering measurements under the frost action[D]. Lanzhou:Cold and Arid Regions Environmental and Engineering Research Institute, 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]. 兰州:中国科学院寒区旱区环境与工程研究所, 2013.] [48] Sheng D, Zhang S, Niu F J, et al. A potential new frost heave mechanism in high-speed railway embankments[J]. Géotechnique, 2013, 64(2):144-154. [49] Jin Lan, Cheng Jia, Zhu Zhaorong, et al. Application research on improved coarse grain filling material for high speed railway subgrade in cold regions[J]. Railway Standard Design, 2015, 59(9):9-13.[金兰, 程佳, 朱兆荣, 等. 改良粗颗粒填料在寒区高速铁路路基中的应用研究[J]. 铁道标准设计, 2015, 59(9):9-13.] [50] Jin Lan, Xiong Zhiwen, Cheng Jia, et al. Experimental study on frost heave performance improvement of coarse grain filling in high speed railway subgrade[J]. Railway Engineering, 2016(2):102-105.[金兰, 熊治文, 程佳, 等. 高速铁路路基粗颗粒填料冻胀特性改良试验研究[J]. 铁道建筑, 2016(2):102-105.] [51] Zhang Xize. Schematic study on drainage between tracks in subgrade section of Harbin-Qiqihar Passenger-Dedicated Line[J]. Railway Standard Design, 2013(1):31-35.[张西泽. 哈齐铁路客运专线路基地段无砟轨道线间排水方案研究[J]. 铁道标准设计, 2013(1):31-35.] [52] Liu Hua, Niu Fujun, Niu Yonghong, et al. Finite element analysis on frozen characteristic of roadbed with exchange filling material in high-speed railway in seasonal frozen ground[J]. Journal of Engineering Geology, 2013, 21(4):516-524.[刘华, 牛富俊, 牛永红, 等. 季节性冻土区高速铁路换填路基冻结特征的有限元分析[J]. 工程地质学报, 2013, 21(4):516-524.] [53] Tian Shijun. Experimental study on frost heaving characteristics of graded cobble mixed with cement for Harbin-Dalian High-Speed Railway subgrade[J]. Railway Engineering, 2014(8):79-82.[田士军. 哈大高铁路基用掺水泥级配碎石冻胀特性试验研究[J]. 铁道建筑, 2014(8):79-82.] [54] Xiong Zhiwen, Jin Lan, Cheng Jia, et al. Experimental study on frost heaving characteristics of improved coarse grain filling for high speed railway[J]. China Railway Science, 2015, 36(5):1-6.[熊治文, 金兰, 程佳, 等. 高速铁路改良粗颗粒填料冻胀特性试验研究[J]. 中国铁道科学, 2015, 36(5):1-6.] [55] Zhang Shouchao, Zhang Qianli, Wang Zhongjin, et al. Experimental study on silty-improving using new compound modifying agent for subgrade in severe cold area[J]. Railway Engineering, 2017(5):91-94.[张守超, 张千里, 王仲锦, 等. 严寒地区路基新型复合改良剂改良粉砂试验研究[J]. 铁道建筑, 2017(5):91-94.] [56] Zhao Liping. Study of application of XPS board in frozen subgrade works[D]. Xi'an:Chang'an University, 2009.[赵丽萍. XPS板在冻土路基工程中的应用研究[D]. 西安:长安大学, 2009.] [57] Xu Jian, Niu Fujun, Li Aimin, et al. Analysis of the prevention effect of thermal-insulation method on frost heave of railway subgrade in seasonal frozen regions[J]. Journal of the China Railway Society, 2010, 32(6):124-131.[许健, 牛富俊, 李爱敏, 等. 季节冻土区保温法抑制铁路路基冻胀效果研究[J]. 铁道学报, 2010, 32(6):124-131.] [58] Lü Fei. Study on insulation measures of high-speed railway subgrade in seasonally frozen soil region[J]. Journal of Glaciology and Geocryology, 2016, 38(1):115-120.[吕菲. 季节冻土区高速铁路路基保温措施效果研究[J]. 冰川冻土, 2016, 38(1):115-120.] [59] Xu Jian, Niu Fujun, Niu Yonghong, et al. Study on the temperature field of insulated roadbed with frost-resistant berm on seasonal frozen region[J]. Journal of the China Railway Society, 2011(3):84-90.[许健, 牛富俊, 牛永红, 等. 季节冻土区防冻胀护道对保温路基地温特征影响效果研究[J]. 铁道学报, 2011(3):84-90.] [60] Tian Yahu, Xiao Wei, Shen Yupeng, et al. Adaptability of heat-insulating course to prevention of frost heave of unballasted railway track subgrade in seasonal frozen regions[J]. Journal of the China Railway Society, 2014(5):76-81.[田亚护, 肖伟, 沈宇鹏, 等. 隔热层对季节冻土区无砟轨道路基冻胀防治的适应性分析[J]. 铁道学报, 2014(5):76-81.] [61] Niu Fujun, Liu Hua, Niu Yonghong, et al. Experimental study of roadbed stability 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.] [62] Xu Juanjuan. Optimum design for expansion joint anti-seepage slab ballastless track on subgrade of frigid district high-speed railway[J]. Railway Standard Design, 2013(7):19-21.[徐娟娟. 寒冷地区高速铁路路基上无砟轨道伸缩缝防渗水优化设计[J]. 铁道标准设计, 2013(7):19-21.] [63] Zhou Yangzong, Zhu Hongwei, Cai Degou, et al. Numerical analysis on regulation scheme for subgrade frost heaving of high speed railway by well point dewatering in seasonal frozen soil region[J]. China Railway Science, 2016, 37(4):9-14.[周阳宗, 朱宏伟, 蔡德钩, 等. 季节性冻土区高速铁路路基冻胀的井点降水整治数值分析[J]. 中国铁道科学, 2016, 37(4):9-14.] |
[1] | 刘宇航, 李东庆, 明锋. 冰透镜体形成过程中的土体破裂驱动力研究综述[J]. 冰川冻土, 2019, 41(3): 657-668. |
[2] | 张飞云, 郭玲鹏, 郝建盛, 杨涛. 新疆天山西部巩乃斯河谷积雪与森林/草地覆盖条件下季节冻土特征分析[J]. 冰川冻土, 2019, 41(2): 316-323. |
[3] | 罗涛, 吕梦菲, 吴亚平, 潘高峰, 孙建忠. 基于热稳定性的冻土区铁路路基过渡段结构改进研究[J]. 冰川冻土, 2019, 41(2): 374-383. |
[4] | 于天佑, 吴亚平, 司培国, 张磊, 孔令楠, 蒲增钢. 细粒硫酸钠盐渍土盐冻胀特性试验研究[J]. 冰川冻土, 2019, 41(2): 407-415. |
[5] | 申艳军, 杨更社, 王婷, 贾海梁, 奚家米, 罗滔, 王永志. 岩石内孔隙/裂隙冻胀力模型及其适用性评价[J]. 冰川冻土, 2019, 41(1): 117-128. |
[6] | 刘亚丽, 王俊峰, 吴青柏. 多年冻土区线性工程的生态环境影响研究现状与展望[J]. 冰川冻土, 2018, 40(4): 728-737. |
[7] | 雷乐乐, 谢艳丽, 王大雁, 陈敦, 靳潇. 冻土静力学室内试验研究进展[J]. 冰川冻土, 2018, 40(4): 802-811. |
[8] | 邵珠杰. 高海拔季节冻土区高速铁路路基水-热-冻胀变形特征研究——以兰新客专民乐段为例[J]. 冰川冻土, 2018, 40(3): 588-597. |
[9] | 韩风雷, 张学富, 喻文兵, 韦良文, 周杰. 风积沙环境下高等级公路冻土块石路基降温性能分析[J]. 冰川冻土, 2018, 40(3): 528-538. |
[10] | 高思如, 曾文钊, 吴青柏, 蒋观利, 张中琼. 1990-2014年西藏季节冻土最大冻结深度的时空变化[J]. 冰川冻土, 2018, 40(2): 223-230. |
[11] | 梁爽, 杨国东, 李晓峰, 赵凯, 姜涛. 基于SNTHERM雪热力模型的东北地区季节冻土温度模拟[J]. 冰川冻土, 2018, 40(2): 335-345. |
[12] | 吴亚平, 王宁, 潘高峰, 李涛. 青海北部高含盐细砂冻胀特性研究[J]. 冰川冻土, 2018, 40(2): 307-313. |
[13] | 李先明, 牛富俊, 刘华, 李安原, 牛永红, 许健, 林战举. 哈大高铁路基面冻胀变形特征及工程意义[J]. 冰川冻土, 2018, 40(1): 55-61. |
[14] | 黄龙, 盛煜, 胡晓莹, 王生廷, 黄旭斌, 何彬彬. 基于弹性地基梁理论的冻胀作用下管道应力分析[J]. 冰川冻土, 2018, 40(1): 70-78. |
[15] | 高建强, 白瑞强, 马勤国. 非饱和粗颗粒土体的冻结试验研究[J]. 冰川冻土, 2018, 40(1): 94-101. |
|
©2018 冰川冻土编辑部
电话:0931-8260767 E-mail: edjgg@lzb.ac.cn 邮编:730000