Sciences in Cold and Arid Regions ›› 2017, Vol. 9 ›› Issue (3): 280-288.doi: 10.3724/SP.J.1226.2017.00280
• ARTICLES • Previous Articles
LiYan Lao1, ZhiQiang Ji1,2,3, LiangLiang Huang1, ShangJing Li1
Askar Z, Zhanbolat S, 2015. Experimental investigations of freezing soils at ground conditions of Astana, Kazakhstan. Sciences in Cold and Arid Regions, 7(4): 399-406. DOI: 10.3724/SP.J.1226.2015.00399. [DOI:10.3724/SP.J.1226.2015.00399] Chen RJ, Cheng GD, Li SX, et al., 2000. Development and prospect of research on application of artificial ground freezing. Chinese Journal of Geotechnical Engineering, 22(1): 40-44. Feng MM, Yang WH, Gao J, 2014. Research on distribution law of frozen temperature field of fractured rock mass with groundwater seepage. Journal of Mining & Safety Engineering, 31(6): 976-981. Hu J, Yang P, 2015. Numerical analysis of temperature field within large-diameter cup-shaped frozen soil wall. Rock and Soil Mechanics, 2: 523-531. Ji ZQ, Xu XY, 2009. Thermal analysis of artificially frozen wall in seasonal frozen area. Rock and Soil Mechanics, 30(4): 971-975. Jumikis A, 2006. Thermal Soil Mechanics. New York: Rutgers University Press, pp. 1966. Jung YB, Park ES, Chung SK, et al., 2011. Coupled hydro-thermal modeling of ice ring formation around a pilot LNG cavern in rock. Engineering Geology, 118(3-4): 122-133. DOI: 10.1016/j.enggeo.2010.12.005. [DOI:10.1016/j.enggeo.2010.12.005] Liu B, Li Y, Dai HD, et al., 2012. Study on temperature field distribution law of freezing wall for inclined shaft. Coal Science and Technology, 40(12): 4-7. DOI: 10.13199/j.cst.2012.12.10.liub.012. (in Chinese) [DOI:10.13199/j.cst.2012.12.10.liub.012] Mao WN, Liu JK, 2013. Different discretization method used in coupled water and heat transport mode for soil under freezing conditions. Sciences in Cold and Arid Regions, 5(4): 413-417. DOI: 10.3724/SP.J.1226.2013.00413. [DOI:10.3724/SP.J.1226.2013.00413] Shi EC, Gong YR, Jeong CG, 2015. Field application of freezing technology for social infrastructures. Sciences in Cold and Arid Regions, 7(5): 637-644. DOI: 10.3724/SP.J.1226.2015.00637. [DOI:10.3724/SP.J.1226.2015.00637] Wang CH, Shi R, Cui Y, et al., 2009. Simulation analysis on characteristics of land surface over western Qinghai-Xizang Plateau during freezing-thawing period. Sciences in Cold and Arid Regions, 1(4): 329-340. Xu XY, Ji ZQ, Zhang CX, 2010. Model test of frozen soil wall beneath seasonally frozen soil layer. Rock and Soil Mechanics, 31(6): 1705-1708. Yao ZS, Chen J, 2006. Physical simulation study on temperature field of underwater freezing project. Coal Science and Technology, 34(10): 24-28. Yuan YH, Yang P, Jiang TQ, 2010. Study of thermal field of soil freezing in shallow covered tunnel with subsurface excavation passing through ground with thin aquifer under complex conduction. Rock and Soil Mechanics, 31(S1): 388-393. Zhang M,Wang LM,Wang BW,et al.,2011. Horizontal freezing study for cross passage of river-crossing tunnel.Sciences in Cold and Arid Regions,3\(4\): 0314-0318. DOI:10.3724/SP.J.1226.2011.00314. [DOI:10.3724/SP.J.1226.2011.00314] Zhou XM, He ZP, Ji HG, 2011. Design method of freezing rock wall under high water pressure. Journal of China Coal Society, 36(12): 2121-2126. DOI: 10.13225/j.cnki.jccs.2011.12.029. (in Chinese) [DOI:10.13225/j.cnki.jccs.2011.12.029] |
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