冰透镜体形成过程中的土体破裂驱动力研究综述
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摘要
随着寒区工程高等级化和变形限制要求的进一步严格化,冻胀问题已经成为寒区工程建设考虑的关键问题。造成冻胀的原因在于外界水分迁移冻结并形成冰透镜体,因此,深入认识冰透镜体形成问题对解决实际工程中的冻害问题具有重要的意义。由于冰透镜体的形成受控于土体破裂驱动力,因此,深入开展冻结过程中的土体破裂驱动力研究对阐明冰透镜体的生长机理以及解决工程冻胀问题具有重要的指导意义。通过对国内外在土体冻结过程中的土体破裂驱动力方面的研究进行综合评述,指出各研究结果之间的异同点。基于各研究结果的相同点,分析了目前土体破裂驱动力研究中存在的不足,并提出了今后研究发展的方向。
With the high-grade engineering in cold regions and the further stringency of deformation restriction requirements, frost heaving is the key issue must be considered in engineering construction in cold regions. The reason of frost heaving is that the water migration and phase change into ice and ice lenses are formed. Therefore, it is important to understand the formation of ice lenses deeply to solve the problem of frost damage in practical engineering. The formation of ice lens is controlled by the driving force of soil fracture, therefore, it is of great significance to do research in the driving force of soil rupture during freezing process for clarifying the growth mechanism of ice lenses and solving the frost heave problem in engineering. In this research, the driving forces of soil rupture during soil freezing at home and abroad were comprehensively reviewed, and the similarities and differences between the results were pointed out. Based on the similarities of the research results, the shortcomings of the current research on driving forces of soil fracture are analyzed, and the future research directions are proposed.
With the high-grade engineering in cold regions and the further stringency of deformation restriction requirements, frost heaving is the key issue must be considered in engineering construction in cold regions. The reason of frost heaving is that the water migration and phase change into ice and ice lenses are formed. Therefore, it is important to understand the formation of ice lenses deeply to solve the problem of frost damage in practical engineering. The formation of ice lens is controlled by the driving force of soil fracture, therefore, it is of great significance to do research in the driving force of soil rupture during freezing process for clarifying the growth mechanism of ice lenses and solving the frost heave problem in engineering. In this research, the driving forces of soil rupture during soil freezing at home and abroad were comprehensively reviewed, and the similarities and differences between the results were pointed out. Based on the similarities of the research results, the shortcomings of the current research on driving forces of soil fracture are analyzed, and the future research directions are proposed.
引文
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[7] Yang Ping,She Caigao,Dong Chaowen,et al.Application of artificial freezing method in Zhang Fuyuan station of Nanjing subway′s[J].Rock and Soil Mechanics,2003,24(2):388-391.[杨平,佘才高,董朝文,等.人工冻结法在南京地铁张府园车站的应用[J].岩土力学,2003,24(2):388-391.]
[8] Ji Zhiqiang,Lü Xin,Li Haipeng,et al.Application prospect of frozen soil barrier in containments isolation[J].Science Technology and Engineering,2016,16(26):158-165.[吉植强,吕昕,李海鹏,等.人工冻结土污染物隔离屏障应用现状及研究展望[J].科学技术与工程,2016,16(26):158-165.]
[9] Bouyoucos J G.The phenomena of contraction and expansion of soils when wetted with water[J].Soil Science,1927,23:119-126.
[10] Taber S.Frost heaving[J].Journal of Geology,1929,37(5):428-461.
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[12] Xu Xiaozu,Wang Jiacheng,Zhang Lixin.Physics of frozen soil[M].2nd ed.Beijing:Science Press,2010.[徐斅祖,王家澄,张立新.冻土物理学[M].2版.北京:科学出版社,2010.]
[13] Wang Jiacheng,Xu Xiaozu,Zhang Lixin,et al.Experimental study of influence of soil type on ice formation and cryogenic structure of freezing soils[J].Journal of Glaciology and Geocryology,1995,17(1):16-22.[王家澄,徐斅祖,张立新,等.土类对正冻土成冰及冷生组构影响的实验研究[J].冰川冻土,1995,17(1):16-22.]
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[15] Peterson R A.Assessing the role of differential frost heave in the origin of non-sorted circles[J].Quaternary Research,2011,75(2):325-333.
[16] Takeda K,Okamura A.Microstruture of freezing front in freezing soils[C]// Proceedings of the International Symposium of Ground Freezing.Lulea,Sweden:Lulea University of Technology,1997:171-178.
[17] Watanabe K,Mizoguchi M,Ishizaki T,et al.Experimental study on microstructure near freezing front during soil freezing[C]// Proceedings of the International Symposium of Ground Freezing.Lulea,Sweden:Lulea University of Technology,1997:53-58.
[18] Sugita A,Ishizaki T,Fukuda M.Characteristics of the soil-structures of frozen soils[J].Korean Society of Civil Engineers,1996,3(11):425-428.
[19] Biermans M B G M,Dijkema K M,Vries D A D.Water movement in porous media towards an ice front[J].Journal of Hydrology,1978,37(1):137-148.
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