支挡式结构物水平冻胀力研究进展与思考

doi:10.13278/j.cnki.jjuese.20160355

Abstract

Abstract: Retaining structures are easily influenced by the soil frost heave in cold regions. The excessive horizontal frost heaving force can easily cause the supported structures to deform, crack, break, or even dump, which is a serious threat to the security and stability of engineering, and therefore it is of great significance to study the cold retaining structure horizontal frost heaving force. The main study and research on the horizontal frost heaving force focus on the influence factors, distribution patterns, force value, calculation method, and prevention measures at home and abroad. The results show that the strength of horizontal frost heaving force and its distribution pattern depend on soil type, soil particle size, dispersion, mineral composition, soil temperature, moisture content, water supplies, and supporting structures. There are many different distribution patterns and calculation methods. Each calculation formula has its own restriction. In actual engineering, to weaken the influence of the horizontal frost heaving force, the methods usually used are as follows:fill with soil, enhance thermal insulation, waterproof and drainage, using physical and chemical reagents, or other more comprehensive measures.

Key words: horizontal frost heave force, retaining structure, influence factors, distribution pattern, calculation method, frost heave prevention

CLC Number:

TU471

Sun Chao, Shao Yanhong, Wang Handong. Research Progress and Thinking on Horizontal Frost Heaving Force and Retaining Structure[J].Journal of Jilin University(Earth Science Edition), 2018, 48(3): 784-798.

References

[1] 童长江,管枫年. 土的冻胀与建筑物冻害防治[M]. 北京:水利水电出版社,1985. Tong Changjiang, Guan Fengnian. Prevention and Control of Soil Frost Heave in Building[M]. Beijing:Water Conservancy and Hydropower Press,1985.
[2] 津田进. 水路构造物-冻害对策工法检讨[C]//北海道开发局技术研究发表会论文集:20.北海道:北海道开发局,1977. Tsuda Susumu. Waterway Construction Review of Cold Counterm-Easures[C]//Workshop on Development Technology of Hokkaido in 20. Hokkaido:Hokkaido Development Bureau,1977.
[3] 高田健治. 水工构造物-冻害对策工法检讨报告书:中间报告:Ⅱ[R].北海道:北海道开发局农业水产部,1972. Kenji Takada. Hydraulic Structure Cold Countermeasures can Review Report:Middle:Ⅱ[R]. Hokkaido:Hokkaido Agricultural Fisheries Agency, 1972.
[4] 盛洪非. 道路支挡结构物水平冻胀力的计算[J]. 公路,1983(10):17-21. Sheng Hongfei. Calculation of Horizontal Frost Heaving Force in Retaining Structure[J].Higway, 1983(10):17-21.
[5] Miller. Freezing and Heaving of Saturated and Unsa-turated Soils[J]. Highway Research Record, 1972:393.
[6] Takashi T, Ohrai T, Yamamoto H, et al. Upper Limit of Heaving Pressure Derived by Pore Water Pressure Measurements of Partially Frozen[J]. Engineering Geology, 1981, 18(1/2/3/4):245-257.
[7] Radd F J, Oertle D H. Experimental Pressure Studies of Frost Heave Mechanisms and the Growth Fusion Behavior of Ice.[C]//Proceeding International Conference on Permafrost. Washington, National Academy of Sciences, 1973:1242.
[8] 日本北海道开发局土木试验所特殊土壤开发研究室. 渠系建筑物防治冻害措施研究报告[R].北海道:北海道开发局,1979. Japan Hokkaido Bureau of Civil Trial by Special Soil Development Laboratory. Cold Measures in Prevention and Control of Study of Canal System Building[R]. Hokkaido:Hokkaido Development Corporation, 1979.
[9] Phillip S K, Michael P W, Jeffrey D S. Performance of a Single Propped Wall During Excavation and During Freezing of the Retained Soil[J]. Computers and Geotechnics, 2002, 29(5):387-409.
[10] Brouchkov A. Experimental Study of Influence of Me-chanical Properties of Soil on Frost Heaving Forces[J]. Journal of Glaciology and Geocryology, 2004, 26(Sup.1):26-34.
[11] Hayashi K, Suzuki T, Toyoto K. Study on the Shape of Freezing Front and Frost Heave Damage of C-Box Structure[C]//International Conference on Cold Regions Engineering. Hokkaido:Cold to Civil Engineering, 2014,210:1-14.
[12] Ashfaq K, Donath M. Investigation of the Use Light-weight Aggregate Hot-Mixed Asphalt in Flexible Pavements in Frost Susceptible Areas[J]. Journal of Materials in Civil Engineering, 2010, 22(2):171-178.
[13] Zhu Ming, Michalowsk R L. A Numerical Approach to Simulate Soil Freezing and Frost Heave Behind an Earth Retaining Structure[C]//ASCE International Workshop on Computering in Civil Engineers. Los Angeles:American Society of Civil Engineers, 2013:307-314.
[14] 管枫年,周长庆,赍永为. 作用于支挡建筑物上的水平冻胀力[J]. 水利水电技术,1981(11):37-43. Guan Fengnian, Zhou Changqing, Ji Yongwei. Horizontal Frost Heaving Force in Retaining Structure[J]. Water Resources and Hydropower Engineering, 1981(11):37-43.
[15] 丁靖康,娄安金. 水平冻胀力的现场测定方法[J]. 冰川冻土,1980,2(增刊1):36-39. Ding Jingkang, Lou Anjin. Field Test Methods of Horizontal Frost Heaving Force[J]. Journal of Glaciology and Geocryology, 1980,2(Sup.1):36-39.
[16] 王怀祖. 对道路支挡结构物水平冻胀力计算的商讨[J]. 公路,1986(1):5-7. Wang Huaizu. Discuss of Horizontal Frost Heaving Force in Road Retaining Structure[J]. Highway, 1986(1):5-7.
[17] 苏彦. 冻胀力的成因及墩台冻害整治[J]. 铁道建筑,1989(2):24-26. Su Yan. Causes of the Frost Heaving Force and Pier Cold Injury[J]. Railway Engineering, 1989(2):24-26.
[18] 李长林. 季节冻土区水工锚定板挡土墙的冻胀荷载[J]. 水利学报,1991(9):54-59. Li Changlin. Frost Heave Load of Anchor Plate Retaining Wall in Seasonal Frozen Hydraulic[J]. Journal of Hydraulic Engineering, 1991(9):54-59.
[19] 隋铁龄,李大倬,那文杰,等. 季节冻土区挡土墙水平冻胀力的设计取值方法[J]. 水利学报,1992(1):67-72. Sui Tieling, Li Dazhuo, Na Wenjie, et al. Design Method of Horizontal Frost Heaving Force in Seasonal Frozen Retaining Wall[J]. Journal of Hydraulic Engineering, 1992(1):67-72.
[20] 管枫年,林淑霞,丁秀荣. 挡土墙的冻害与防冻害设计(续)[J]. 黑龙江水利科技,1995(4):4-11. Guan Fengnian, Lin Shuxia, Ding Xiurong. Cold and Frost DamAge Prevention Design of Retaining Wall(Continue)[J].Heilongjiang Science and Technology of Water Conservancy, 1995(4):4-11.
[21] 孙彦福,刘秀英,戴智宇,等. 关于平行水平冻胀力问题的探讨[J].低温建筑技术,1999(4):37-38. Sun Yanfu, Liu Xiuying, Dai Zhiyu, et al. About Parallel Horizontal Frost Heaving Force Problem Discussed in this Paper[J]. Diwen Jianzhu Jishu,1999(4):37-38.
[22] 梁波,王家东,严松宏,等. 多年冻土地区L型挡土墙土压力(冻胀力)的分析与试验[J]. 冰川冻土,2002,24(5):628-633. Liang Bo, Wang Jiadong, Yan Songhong, et al. Experiment and Analysis of the Earth Pressure (Frost Heaving Forces) on L-Type Retaining Wall in Permafrost Regions[J]. Journal of Glaciology and Geocryology, 2002, 24(5):628-633.
[23] 梁波,王家东,曹元平,等. 多年冻土地区L型挡土墙土压力修正模型[J]. 土木工程学报,2005, 38(3):94-105. Liang Bo, Wang Jiadong, Cao Yuanping, et al. A Modified Earth Pressure Model for the L-Type Retaining Wall in Permafrost Regions[J]. China Civil Engineering Journal, 2005, 38(3):94-105.
[24] 姚直书,程桦. 锚碇深基坑排桩冻土墙围护结构的冻胀力研究[J]. 岩石力学与工程学报,2004, 23(9):1521-1524. Yao Zhishu, Cheng Hua. Study on Frost-Heaving Force in Retaining Structure with Row-Pile and Frozen Soil Wall for Deep Foundation Pit[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(9):1521-1524.
[25] 姚直书,程桦, 夏红兵. 特深基坑排桩冻土墙围护结构的冻胀力模型试验研究[J]. 岩石力学与工程学报,2007, 26(2):415-420. Yao Zhishu, Cheng Hua, Xia Hongbing. Model Test Study on Frost-Heaving Force in Retaining Structure of Row-Piles and Frozen Soil Wall of Super Deep Foundation Pit[J]. Chinese Journal of Rock Mechanics and Engineering, 2007,26(2):415-420.
[26] 唐益群,洪军,杨坪,等. 人工冻结作用下淤泥质黏土冻胀特性试验研究[J]. 岩土工程学报,2009, 31(5):772-776. Tang Yiqun, Hong jun, YangPing, et al. Frost Heaving Behaviors of Mucky Clay by Artificial Horizontal Freezing Method[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(5):772-776.
[27] 胡坤鹏. 青藏高原冻土地区支挡结构土压力分析及减载措施研究[D]. 西安:长安大学,2012. Hu Kunpeng. Analysis of Soil Pressure on Retaining Structures and Research on Pressure-Reducing Measures in Frozen Soil Region of Qinghai-Tibet Plateau[D].Xi'an:Chang'an University, 2012.
[28] 张子白. L型挡土墙墙背水平冻胀力特性研究[D]. 北京:北京交通大学,2014. Zhang Zibai. Stydy on Characteristic of the Horizontal Frost Heave Forces Behind the L-Type Retaining Wall[D]. Beijing:Beijing Jiaotong University, 2014.
[29] 张国光. 多年冻土区浅埋建筑物水平冻胀力的理论研究[D]. 北京:北京交通大学,2014. Zhang Guoguang. Theoretical Study on Horizontal Frost Heaving Force of Shallow Buildings in Permafrost Regions[D]. Beijing:Beijing Jiaotong University, 2014.
[30] 王艳杰. 季节性冻土区越冬基坑水平冻胀力研究[D]. 北京:北京交通大学,2014. Wang Yanjie. Study on Horizontal Frost Heaving Force of Overwintering Pit in Seasonal Frozen Soil Regions[D]. Beijing:Beijing Jiaotong University, 2014.
[31] 范学敏. 冻胀条件下土质深基坑工程监测与数值分析[D]. 北京:中国地质大学,2015. Fan Xuemin. Monitoring and Numerical Analysis on Soil Deep Foundation Pit Engineering Under Heaving Conditions[D]. Beijing:China University of Geosciences, 2015.
[32] 史迪菲. 季冻区基坑支挡结构冻胀防护措施研究[D]. 长春:吉林建筑大学,2017. Shi Difei. Research on the Frost Heaving Protection Measure of Retaining Structure on Foundation Pit in Season Frozen Area[D]. Changchun:Jilin Jianzhu University, 2017.
[33] 王顺廷. 地铁车站出入口侧墙冻胀变形数值分析[D]. 北京:北京交通大学,2017. Wang Shunting. Numerical Analysis for Frost Deformation of the Subway Station Entrances Side-Walls[D]. Beijing:Beijing Jiaotong University, 2017.
[34] Tong Changjiang, Shen Zhongyan. Horizontal Frost Heave Thrust Acting on Buttress Constructions.[J]Engineering Geology, 1981, 18(1/2/3/4):259-268.
[35] Taber S. The Mechanics of Frost Heaving[J]. Journal of Geology, 1930, 38(4):303-317.
[36] 刘建坤,童长江,房建宏. 寒区岩土工程引论[M]. 北京:中国铁道出版社,2005. Liu Jiankun, Tong Changjiang, Fang Jianhong. Introduction of Geotechnical Engineering in Cold Area[M]. Beijing:China Railway Publishing House, 2005.
[37] Konrad J M. Freezing-Induced Water Migration in Compacted Base Course Material[J]. Canadian Geochnical Journal, 2008, 45(7):895-909.
[38] Vinson T S, Ahmad M, Rieke R. Factors Important to the Development of Frost Heave Susceptibility Criteria for Coarse Grained Soils[M]. Washington D C:Transportation Research Board, 1986.
[39] Linell K A, Kaplar C W. The Factor of Soil and Material Type in Frost Action[J]. High Way Research Board Bulletin, 1959,225:11-15.
[40] 丁靖康. 水平冻胀力研究[C]//第二届全国冻土学术会议论文集. 兰州:中国地理学会和中国土木工程学会,1983. Ding Jingkang. Research of Horizontal Frost Heaving Force[C]//Workshop on the 2^nd National Conference of Permafrost. Lanzhou:The Geographical Society of China and China Civil Engineering Society, 1983.
[41] 刘鸿绪,朱卫中,朱广祥,等. 论冻胀量与冻胀力之关系[J]. 冰川冻土,2000,3(2):73-74. Liu Hongxu,Zhu Weizhong,Zhu Guangxiang, et al. Relationship Between Theory of Forst Heave and Frost Heaving Force[J].Journal of Glaciology and Geocryology, 2000, 3(2):73-74.
[42] 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. Wu Lizhou,Xu Qiang,Huang Runqiu. Analysis of the Process of Frozen Heaving in Unsaturated Clay[J]. Rock and Soil Mechanics, 2011, 32(4):1025-1028.
[43] 孙家学,刘斌. 冻结壁原始冻胀力的分析与计算方法[J]. 东北大学学报(自然科学版),1995,16(3):243-247. Sun Jiaxue, Liu Bin. Analysis and Calculation Method of Original Frost Heaving Force in Frozen Wall[J].Journal of Northeast Normal University(Natural Science),1995,16(3):243-247.
[44] 马周全. 不同粉黏土颗粒含量下道床的冻胀特性研究[J]. 兰州交通大学学报,2013,32(3):5-7. Ma Zhouquan. Study of Frost Heave Characteristics of Ballast Bed in Different Powder Clay Particle Content[J]. Journal of Lanzhou Jiaotong University, 2013, 32(3):5-7.
[45] 李扬,王清,王坛华. 冻土水热耦合模型数值求解及结果检验[J]. 吉林大学学报(地球科学版),2015, 45(1):207-213. Li Yang, Wang Qing, Wang Tanhua. Numerical Solution and Test of Results for a Hydrothermal Coupled Model About Frozen Soil[J]. Journal of Jilin University(Earth Science Edition), 2015, 45(1):207-213.
[46] 管枫年,严厉,杨冬玲. 水平冻胀力对挡土墙的破坏作用及防冻害设计[J]. 建筑设计,1996(10):681-683. Guan Fengnian, Yan Li, Yang Dongling. Destruction Effect of Retaining Wall and Freezing Injury Prevention Design in Horizontal Frost Heaving Force[J]. Architectural Design,1996(10):681-683.
[47] 隋铁龄,那文杰. 挡土墙水平冻胀力试验方法[J]. 冰川冻土,1987, 9(3):267-272. Sui Tieling, Na Wenjie. Test Method of Horizontal Frost Heaving Force in Retaining Wall[J]. Journal of Glaciology and Geocryology, 1987, 9(3):267-272.
[48] 周德源. 内蒙古河套灌区季节冻土冻胀规律[J]. 冰川冻土,1993,15(2):266-271. Zhou Deyuan. Frost Heave Regular of Seasonal Frozen in Inner Mongolia Hetao Irrigation District[J]. Journal of Glaciology and Geocryology, 1993, 15(2):266-271.
[49] 田亚护,胡康琼,邰文博,等. 不同因素对排水沟渠水平冻胀力的影响[J]. 岩土力学,2018, 39(2):1-8. Tian Yahu, Hu Kangqiong, Tai Wenbo, et al. Influence of Different Factors on Horizontal Frost Heaving Force Against Canal[J]. Rock and Soil Mechanics, 2018, 39(2):1-8.
[50] 李岩,刘波,张建新. 竖向直排冻结条件下水平冻胀力试验研究[J]. 岩土力学,2014, 35(11):3199-3206. Li Yan, Liu Bo, Zhang Jianxin. Experimental Research on Horizontal Frost Heaving Force of Vertical Straight Freezing[J]. Rock and Soil Mechanics, 2014, 35(11):3199-3206.
[51] Sweanum S, Associate M B, Muvdi B. Design Me-thod for Frozen Soil Retaining Wall[J]. Journal of Cold Regions Engineering, 1992, 6(2):73-89.
[52] 朱强,付思宁,武福学,等. 论季节冻土的冻胀沿冻深分布[J]. 冰川冻土,1988, 10(1):1-7. Zhu Qiang, Fu Sining, Wu Fuxue, et al. Frozen Depth Distribution of Seasonal Frozen Soil[J]. Journal of Glaciology and Geocryology, 1988, 10(1):1-7.
[53] 刘长荣,赵洋,方立权. 关于不同条件下产生的水平冻胀力的探讨[J]. 黑龙江省水利科技,2006, 34(3):65-67. Liu Changrong, Zhao Yang, Fang Liquan. Study of Horizontal Frost Heaving Force in Different Conditions[J]. Heilongjiang Science and Technology of Water Conservancy, 2006, 34(3):65-67.
[54] Mcrostie G C, Schriever W R. Forst Pressure in Tie-Back System at National Arts Centre Excavation[J].Engineering Journal, 1967, 50(2):17-21.
[55] Sandegren E, Sahlstrom P O, Stille H. Behaviour of Anchored Sheet Pile Exposed to Frost Action[C]//Proceedings of the 5th European Conference on Soil Mechanics and Foundation Engineering. Madrid:Madrid Society for Rock Mechanics, 1972, 1:285-291.
[56] Morgenstern N R, Sego D. Performance of Tempo-rary Tiebacks Under Winter Conditions[J]. Canadian Geotechnical Journal, 1981, 18(4):566-572.
[57] Thomas C, Sandford D W, Kingsbury N, et al. Effect of Insulation on the Performance of a Soil-Nailed Wall in Frost Susceptible Conditions[J]. Cold Regions Engineering, 2006:1-10.
[58] 王希尧. 不同地下水埋深和不同土壤条件下的冻结和冻胀试验研究[J]. 冰川冻土,1980, 2(3):40-45. Wang Xiyao. Research on Soil Freezing and Frost Heave in Different Groundwater Depth and Soil[J]. Journal of Glaciology and Geocryology, 1980, 2(3):40-45.
[59] 徐伯孟,谷玉文. 吉林省水工建筑物的冻害与防治[J]. 水力水电技术,1993(12):16-19. Xu Bomeng, Gu Yuwen. Jilin Province Cold Injury and Prevention of Hydraulic Structures[J]. Water Resources and Hydropower Engineering, 1993(12):16-19.
[60] Rehman S E, Broms B B. Lateral Pressures on Basement Wall:Results From Full-Scale Tests[C]//Processing 5th European Conference On Soil Mechican. Madrid:Madrid Society for Rock Mechanics, 1972:189-197.
[61] Broms B B, Stille H. Failure of Anchored Sheet Pile Walls[J]. Journal of Geotechnical and Geoenvironmental Engieering, 1973, 102(3):235-251.
[62] Sui Tieling, Na Wenjing, Ding Jingkang, et al. The Method of Determining Design Values of Horizontal Heave Force on Retainging Walls in Seasonally Frozen Ground Area[C]//Processing 6th International Conference on Premafrost. Beijing:The Geographical Society of China, 1993, 592-595.
[63] Nisikawa J I, Sakuraba M. Frost Heave Experiment in Open Pit[C]//11th International Conference on Cold Regions Engineering. Alaska:American Society of Civil Engineers, 2002:675-682.
[64] Kaneta H, Nishikawa J,Tada S.Frost Heave Test and Design of Ground Anchor Considering Frost Heave[J].Monthly Report of Civil Engineering Research Institute, 1998,2(3):24-31.
[65] 曾庆辉. 基坑冻胀力试验研究[J]. 建筑设计管理,2016(2):75-77. Zeng Qinghui. Experimental Study on the Foundation Pit Frost Heaving Force[J]. Architectural Design Management, 2016(2):75-77.
[66] 田群山. 多年冻土区桥台台后水平冻胀力的分析研究[D]. 兰州:兰州交通大学,2017. Tian Qunshan. Analysis of Horizontal Frost Heaving Force of Abutment in Permafrost Region[D]. Lanzhou:Lanzhou Jiaotong University, 2017.
[67] Abzhalimov O, Omsk R. Use of Seasonally Frozen Heaving Soils as Beds and Backfill for Underground Structures[J]. Soil Mechanics and Foundation Engineering, 2013, 49(6):257-263.
[68] 冻土地区建筑地基基础设计规范JGJ118-2011[S]. 北京:中国建筑工业出版社,2012. Code for Design of Soil and Foundation of Building in Frozen Soil Region JGJ118-2011[S]. Beijing:China Construction Industry Press, 2012.
[69] 吉林省交通厅. 公路工程抗冻设计与施工技术指南[M]. 北京:北京大学出版社,2006. Department of Transportation of Jilin Province. Design of Antifreeze and Constrution Technical Guide for Highway Engineering[M]. Beijing:Peking University Press, 2006.
[70] 水工建筑物抗冰冻设计规范GB/T 50662-2011[S]. 北京:中国计划出版社,2012. Code for Specification of Anti-Freeze Design for Hydraulic Buildings GB/T 50662-2011[S]. Beijing:China Planning Press, 2012.
[71] 水工建筑物荷载设计规范DL5077-1997[S]. 长沙:电力工业部中南勘测设计研究院,1998. Specification for Load Design of Hydraulic Structure DL5077-1997[S]. Changsha:Zhongnan Engineering Corporation Limited, 1998.
[72] 渠系工程抗冻胀设计规范SL23-2006[S]. 北京:中国水利水电出版社,2006. Design Code for Anti-Frost-Heave of Canal and Its Structure SL23-2006[S]. Beijing:China Water and Power Press, 2006.
[73] 铁路特殊路基设计规范TB10035-2006 J158-2006[S]. 北京:中国铁道出版社,2007. Code for Design on Special Subgrade of Railway TB10035-2006 J158-2006[S]. Beijing:China Railway Press, 2007.
[74] 黄宏先. 现行水利水电工程规范实用全书[M]. 天津:兵器工业出版社,2000. Huang Hongxian. Current Water Resources and Hydropower Engineering Specification Practical Book[M]. Tianjin:Enginery Industry Press, 2000.
[75] 王家东,梁波,严松宏. 多年冻土区L型支挡结构的数值分析[J]. 岩石力学与工程学报,2003,22(增刊2):2686-2689. Wang Jiadong, Liang Bo, Yan Songhong. Numerical Analysis of L-Shape Retaining Structure in Permafrost Regions[J].Chinese Journal of Rock Mechanics and Engineering, 2003, 22(Sup. 2):2686-2689.
[76] 郭少华. 保温法削减或消除挡土墙冻胀性的探讨[J]. 黑龙江水专学报,2004, 31(2):20-21. Guo Shaohua. Study to Cut or Eliminate Frost Heave in Retaining Wall with Heat Preservation Method[J]. Journal of Heilongjiang Hydraulic Engineering, 2004, 31(2):20-21.
[77] 袁可佳. 高海拔地区挡土墙维修加固数值试验研究[D]. 西安:长安大学,2013. Yuan Kejia. Finite Element Analysis on the Maintenance and Strengthening of Retaining Structures in High-Altitude Regions[D]. Xi'an:Chang'an University, 2013.
[78] Zheng Duo, Zhou Jiyuan, Yang Jinliang. The Expe-rimental Research for Directly Heightening the Retaining Walls by Structural Modification Technology[J]. Procedia Engineering, 2012, 28:850-854.
[79] 那文杰,袁安丽. 季节冻土区挡土墙冻害防治技术[J]. 岩土工程技术,2009,23(1):39-43. Na Wenjie, Yuan Anli. Injury Freezing Prevention and Control Technology of Seasonal Frozen Retaining Wall[J]. Geotechnical Engineering Technology, 2009, 23(1):39-43.
[80] 许立新. 水工挡土墙抗冻计算分析[J]. 水利科技与经济,2013,19(4):50-51. Xu Lixin. Antifreeze Calculation and Analysis of Hydraulic Retaining Wall[J]. Technology and Economy of Water Conservancy, 2013, 19(4):50-51.
[81] 赵坚,那文杰,曹顺星. 季节冻土区挡土墙抗冻结构设计方法[J]. 黑龙江交通科技,2001(5):14-16. Zhao Jian, Na Wenjie, Cao Shunxing. Design Method with Anti Freeze Structure of Retaining Wall in Seasonal Frozen[J]. Communications Science and Technology of Heilongjiang, 2001(5):14-16.
[82] 夏才初,李强,黄继辉. 寒区隧道衬砌结构设计方法[J]. 地下空间与工程学报,2017,13(增刊1):182-190. Xia Caichu, Li Qiang, Huang Jihui. Design Method of Tunnel Lining Structure in Cold Region[J]. Chinese Journal of Underground Space and Engineering, 2017, 13(Sup.1):182-190.
[83] 董江伟,汤骅,姜海波. 大断面刚柔混合衬砌渠道冻胀有限元分析[J]. 人民黄河,2016,38(11):149-152. Dong Jiangwei, Tang Hua, Jiang Haibo. Finite Element Analysis of Rigid Mixed Lining Channels'Frost Heaving of Large Section[J]. Yellow River, 2016, 38(11):149-152.
[84] Widianto, Heilenman G, Owen J, et al. Foundation Design for Frost Heave[C]//Conference on Cold Regions Engineering. Reston:ASCE, 2009:599-608.
[85] 郭海龙,郭睿,王少平. 关于水平冻胀力与房屋水平裂缝的防治[J]. 低温建筑技术,2005(4):104-105. Guo Hailong, Guo Rui, Wang Shaoping. Prevention of Horizontal Frost Heaving Force and Building Horizontal Crack[J]. Diwen Jianzhu Jishu, 2005(4):104-105.
[86] Humphrey D A, Eation R N. Tire Chips as Subgrade Insulation Field Trial[C]//Symposium on Recovery and Effective Reuse of Discarded Materials and By-Products for Construction of Highway Facilities. Denve:Colorado, 1993:1-15.
[87] Kang J M, Lee J, Kim S S, et al. Frost Heave Protection Using Soil-Shredded Tire Nixture[C]//Fifth Biot Conference on Poromechanics. Viena:American Society of Civil Engineers Reston, 2013, 1314-1319.
[88] 汪恩良,钟华,孙景路,等. 加筋土挡墙冻融试验研究[J]. 岩土工程学报,2010, 32(2):265-270. Wang Enliang, Zhong Hua, Sun Jinglu, et al. Freeze-Thaw Test and Research of Reinforced Soil in Retaining Wall[J].Chinese Journal of Geotechnical Engineering, 2010, 32(2):265-270.
[89] 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. 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.
[90] 叶阳升,王仲锦,程爱君,等. 路基的填料分类及防冻层设置[J]. 中国铁道科学,2007,28(1):1-7. Ye Yangsheng, Wang Zhongjin, Cheng Aijun, et al. The Roadbed Filler Classfication and Antifreezing Layer Settings[J].China Railway Science, 2007, 28(1):1-7.
[91] 孙洪伟, 王德君,曲祖光,等. 人工湖岸挡土墙"冻害"与防治措施研究[J]. 长春工程学院学报(自然科学版),2009,10(1):7-13. Sun Hongwei, Wang Dejun, Qu Zuguang, et al. Study with the Prevention and Control Measures on the "Frost Heave Damage" About Artificial Lakeshore Retaining Wall[J]. Changchun Journal of Changchun Institute of Technology(Natural Science Edition), 2009, 10(1):7-13.
[92] 汪科迪,孙奇,邢丽丽,等. 越冬基坑工程防冻胀措施改进研究[J]. 黑龙江科技信息,2016(6):265-266. Wang Kedi, Sun Qi, Xing Lili, et al. Foundation Pit Engineering Antifreeze Expansion Measures Improvement Research[J]. Technical Information of Heilongjiang Province, 2016(6):265-266.
[93] 吴迎春,李恩良,靳秀梅.浅谈隔水法挡土墙防冻害设计[J]. 黑龙江水利科技,2001(4):96. Wu Yingchun, Li Enliang, Jin Xiumei. Introduce the Freezing Injury Prevention Design of Retaining Wall with Lie Water[J]. Heilongjiang Science and Technology of Water Conservancy, 2001(4):96.
[94] 曲金丹,冯金友,程越. 水工挡土墙冻害与防冻害[J]. 黑龙江水利科技, 2004, 31(3):50. Qu Jindan, Feng Jinyou, Chengyue. Water Works Retaining Wall Frost Damage and Frost Prevention[J]. Heilongjiang Science and Technology of Water Conservancy, 2004, 31(3):50.
[95] 杨玲,张浩,许光义. 北京地区水工挡土墙的抗冻胀计算及实例分析[J]. 北京水务,2008(6):37-40. Yang Ling, Zhang Hao, Xu Guangyi. Antifreeze Expansion Calculation and Analysis of Hydraulic Retaining Wall in Beijing Area[J]. Beijing Water, 2008(6):37-40.
[96] Neil N E. Effect of Artificial Salting on Freezing Behavior of Silt Soil[J]. Journal of Cold Regions Engineering.1991, 5(4):143-157.
[97] 田亚护. 多年冻土区含保温夹层的路基温度场数值模拟[D]. 北京:铁道部科学研究院,2002. Tian Yahu. Numerical Simulation of Embankment Temperature with Insulation Sandwich in Permafrost Regions[D]. Beijing:Science Research on Chinese Railways, 2002.
[98] 崔高航,刘守花,王兆亮. 哈尔滨市某桩锚支护深基坑工程监测[J]. 建筑结构学报,2016,37(7):144-150. Cui Gaohang, Liu Shouhua, Wang Zhaolaing. Excavation Monitoring of a Pile Anchor Support Deep Pit in Harbin[J]. Journal of Building Structures, 2016, 37(7):144-150.
[99] 程国栋,孙志忠,牛富俊."冷却路基"方法在青藏铁路上的应用[J]. 冰川冻土,2006,28(6):797-808. Cheng Guodong, Sun Zhizhong, Niu Fujun. Application of Road Beb Cooling Methods in the Qinghai-Tibet Railway Construction[J]. Journal of Glaciology and Geocryology, 2006, 28(6):797-808.
[100] 殷海华,陈浩. 润扬大桥南锚碇基坑排桩冻结法的物理模拟试验研究[J]. 常州工程学报,2008,21(3):5-9. Yin Haihua, Chen Hao. Physical Simulation Experiment Research ofFoundation Pile with Freezing Method in South Anchrage of Runyang Bridge[J]. Journal of Changzhou Institute of Technology, 2008, 21(3):5-9.
[101] 张智浩,马凛,韩晓猛,等. 季节性冻土区深基坑桩锚支护结构冻胀变形控制研究[J]. 岩土工程学报,2012,34(增刊):65-71. Zhang Zhihao, Ma Lin, Han Xiaomeng, et al. Frost Heaving Deformation Control of Pile-Anchor Retaining Structure of Deep Foundation Pits in Seasonal Frozen Soil Regions[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(Sup.):65-71.
[102] 孙剑. 水工重力式挡土墙构造设计及应用[J]. 山西水利科技,2012(3):48-49. Sun Jian. Design and Application of Hydraulic Gravity Retaining Wall Structure[J]. Shanxi Hydrotechnics, 2012(3):48-49.
[103] 张丰帆. 季节性冻土构筑物冻胀机理研究及应用[D]. 长春:吉林大学,2008. Zhang Fengfan. Research and Application of Frost Heaving Mechanism of Seasonal Frozen Soil[D]. Changchun:Jilin University, 2008.
[104] 王振国,李志刚. 土的冻胀对建筑物的危害与防治[J]. 土木建筑学术文库,2007(7):131-132. Wang Zhenguo, Li Zhigang. Harm and Prevention of Soil Frost Heave in Structure[J]. Academic Papers on Architecture and Civil Eongineering, 2007(7):131-132.
[105] Rui Dahu, Suzuki T. Protection Against Frost Heave of L-Type Retaining Walls in Cold Regions[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(4):612-618.
[106] 吕书清. 影响土体冻结的主要因素及冻胀力分析[J]. 低温建筑技术,2009,31(7):87-88. Lü Shuqing. Analysis in Main Influencing Factors and Frost Heaving Force of Freezing Soil[J].Diwen Jianzhu Jishu, 2009, 31(7):87-88.
[107] 郭小红,许晖. 关于土钉墙冬季冻胀破坏防治措施的探讨[J]. 山西建筑,2013,39(21):72-73. Guo Xiaohong, Xu Hui. Discussion on the Prevention and Control Measures of Winter Frost Expansion of Soil Nailing Wall[J]. Shanxi Architecture, 2013, 39(21):72-73.
[108] 李丽娟. 水工挡土墙防冻害设计方法分析[J]. 科技与企业,2013(12):185. Li Lijuan. Hydraulic Retaining Wall Design Method of Anti Freezing Injury Analysis[J]. Technology and Enterprises, 2013(12):185.

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