[1]Jessberger H L. State-of-the-art report—Ground freezing,mechanical properties, processes and design[J]. Engineering Geology, 1981, 18(1~4): 5-30. [2]Morgenstern N R. Geotechnical engineering and frontier resource development[J]. Geotechnique, 1981, 31(3):305-365. [3]Fish A M. Creep and yield model of frozen soil under triaxial compression [A]. In:Proceedings of the Fifth International Offshore and Polar Engineering Conference[C]. Rotterdam, Netherlands: A.A. Balkema, 1995, 1: 473-481. [4]Landanyi B. Mechanical behavior of frozen soils[A].In:Proceedings of the International Symposium on the Mechanics Behavior of Structure Media[C]. Elsevier Science, Amsterdam, 1981.205-245. [5]Sayles Francis H. State of the art: Mechanical properties of frozen soil,mechanical properties of frozen soil [A].In:5th International Symposium on Ground Freezing[C]. Rotterdam, the Netherlands: A.A. Balkeman, 1989, 1:143-165. [6]Sadovsky A V, Maksimyak R V, Razbegin V N. State of the art: Mechanical properties of frozen soil [A]. In: 5th International Symposium on Ground Freezing[C]. Rotterdam, the Netherlands: A.A. Balkema, 1989, 2:443-463. [7]Loch J P G. State-of-the-art report frost action in soils[J]. Engineering Geology, 1981, 18(1~4):213-224. [8]Kay B D, Perfect E. State of the art: Heat and mass transfer in freezing soils [A].In:5th International symposium on ground Freezing[C]. Rotterdam, the Netherlands: A.A. Balkema, 1989,1:3-21. [9]Slunga E, Saarelainen Seppo. General report on frost action in soil [A]. In:5th International Symposium on Ground Freezing[C]. Rotterdam, the Netherlands: A.A. Balkema, 1989, 2:415-417. [10]Tsytovich N A. The Mechanics of Frozen Ground[M]. Washington DC: Scripta Book Company, 1975. [11]Andersland Orlando B, Anderson Duwayne N. Geotechnical Engineering for Cold Regions[M]. New York:McGraw-Hill Inc,1978. [12]Phukan Arvimnd. Frozen Ground Engineering [M]. Englewood cliffs, New Jersey: Prentice-Hall, Inc, 1985. [13]Willians Peter J, Smith Michael W. The Frozen Ground [M]. Cambridge: Cambridge University Press, 1989. [14]Andersland Orlando B, Ladanyi Branko. An Introduction to Frozen Ground Engineering[M]. New York: Chapman and Hall, 1994. [15]Konrad J M, Morgenstern N R. Mechanistic theory of ice lens formation in fine-grained soils [J]. Canadian geotechnical Journal, 1980, 17(4):473-486. [16]Nixon J F, Ladanyi B. Thaw consolidation[A]. In: Andersland O B, Anderson M, eds. Geotechnical Engineering for Cold Regions (chapter 4)[C]. New York: McGraw-Hill, 1978. [17]Eigenbrod K D. Effects of cyclic freezing and thawing on volume changes and permeabilities of soft fine-grained soils[J]. Canadian Geotechnical Journal, 1996, 33(4):529-537. [18]Benson Craig H, Othman Majdi A. Hydraulic conductivity of compacted clay frozen and thawed in situ[J]. Journal of Geotechnical Engineering, 1993, 119(2): 276-294. [19]Starke J O. Effects of freeze-thaw weather conditions on compacted clay liners[A]. In:Proceedings of 12th Annual Madison Waste Conference[C]. Madison, Wisconsin: University of Wisconsin-Madison,1989.412-420. [20]Chamberlain Edwin J, Gow Anthony J. Effect of freezing and thawing on the permeability and structure of soils[J]. Engineering Geology, 1979, 13(1~4):73-92. [21]Othman Majdi A, Benson Craig H. Effect of freeze-thaw on the hydraulic conductivity and morphology of compacted clay[J]. Canadian Geotechnical Journal, 1993, 30(2):236-246. [22]Viklander Peter. Permeability and volume changes in till due to cyclic freeze/thaw[J]. Canadian Geotechnical Journal, 1998, 35(3): 471-477. [23]Kim Woon-Hyung, Daniel David E. Effects of freezing on hydraulic conductivity of compacted clay[J]. Journal of Geotechnical Engineering, 1992, 118(7):1 083-1 097. [24]Chamberlain E J, Iskander I, Hunsiker S E. Effect of freeze-thaw cycles on the permeability and macrostructure of soils[A].In:Proceedings of International Symposium on Frozen Soil Impacts on Agricultural, Range and Forest Lands[C].Spokane, Wash. U.S. Army Cold Regions Research and Engineering Laboratory, Special Report 90-1, 1990.145-155. [25]Zimmie T F, LaPlante C. The effect of freeze-thaw cycles on the permeability of a fine-grained soil[A].In:Proceedings of 22nd Mid-Atlantic Industrial Waste Conference[C].Phailadelphia, Pa: Drexel University, 1990.580-593 [26]Chamberlain E J. Physical changes in clays due to frost action and their effect on engineering structures[A].In:Proceedings of the International Symposium on Frost in Geotechnical Engineering[C].Rotterdam, the Netherlands: A.A. Balkema,1989.863-893. [27]Boynton S S, Daniel D E. Hydraulic conductivity tests on compacted clay[J]. ASCE Journal of geotechnical engineering, 1985, 116(10):1 549-1 567. [28]Yong R N, Boonsinsuk P, Yin C W P. Alternation of soil behaviour after cyclic freezing and thawing[A].In: Proceedings of 4th International Symposium on Ground Freezing[C]. Rotterdam, the Netherlands: A.A. Balkema, 1985.187-195. [29]Wang Jiacheng, Xu Xuezu, Wang Yujie. Thermal sieve effect and convectional migration of particles during unidirectional freezing[J]. Glaciology and Geocryology,1995, 18(3):252-255. [王家澄, 徐学祖, 王玉杰. 单向冻结时土颗粒位移的热筛效应及对流迁移 [J]. 冰川冻土, 1996, 18(3):252-255.] [30]Viklander Peter, Eigenbrod Dieter. Stone movements and permeability changes in till caused by freezing and thawing[J]. Cold Regions Science and Technology, 2000, 31(2): 151-162. [31]Konrad J M. Effect of freeze-thaw cycles on the freezing characteristics of a clayey silt at various overconsolidation ratios[J]. Canadian Geotechnical Journal, 1989, 26(2): 217-226. [32]Alkire Bernard D, Morrison James M. Change in soil structure due to freeze-thaw and repeated loading[J]. Transportation research record, 1983, 918:15-21. [33]Leroueil S, Tardif J, Roy M, et al. Effects of frost on the mechanical behaviour of Champlain Sea clays [J]. Canadian Geotechnical Journal, 1991, 28(5): 690-697. [34]Graham J, Au V C S. Effects of freeze-thaw and softening on a natural clay at low stresses[J]. Canadian Geotechnical Journal, 1985, 22(1): 69-78.[35]Elliott R P, Thornton S I. Resilient modulus and AASHTO pavement design[J]. Transportation research record, 1988,1 196:116-124. [36]Lee Woojin, Bohra N C, Altschaeffl A G, et al. Resilient modulus of cohesive soils and the effect of freeze-thaw[J]. Canadian Geotechnical Journal, 1995, 32(4): 559-568. [37]Simonsen Erik, Janoo Vincent C, Isacsson Ulf. Resilient properties of unbound road materials during seasonal frost conditions[J]. Journal of Cold Regions Engineering, 2002, 16(1): 28-50. [38]Simonsen E, Isacsson U. Soil behavior during freezing and thawing using variable and constant confining pressure triaxial tests[J]. Canadian Geotechnical Journal, 2001, 38(4): 863-875. [39]Broms B B, Yao L Y C. Shear strength of a soil after freezing and thawing[J]. ASCE Journal of the soil mechanics and foundations division, 1964, 90 (4):1-26. [40]Chuvilin Ye M, Yazynin O M. Frozen soil macro-and microstructure formation[A]. In:5th International Conference on Permafrost[C]. Trondheim: Tapir Publishers, 1988.320-323. [41]Bondarenko G I, Sadovsky A V. Water content effect of the thawing clay soils on shear strength[A]. In:Proceedings of 7th International Symposium on Ground Freezing[C]. Rotterdam, Netherlands: A.A. Balkema, 1991.123-127. [42]Ono T, Mitachi T. Computer controlled triaxial freeze thaw-shear apparatus[A]. Proceedings of 8th International Symposium of Ground Freezing[C]. Rotterdam, Netherlands: A.A. Balkema, 1997.335-339. [43]Swan Christopher, Greene Christopher. Freeze-thaw effects on Boston Blue clay[J]. Journal of Engineering and Applied Science, Soil Improvement for Big Digs, 1998, 81: 161-176. [44]Aoyama K, Ogawa S, Fukuda M. Temperature dependencies of mechanical properties of soils subjected to freezing and thawing[A].In:Proceedings of the 4th International Symposium on Ground Freezing [C]. Rotterdam, Netherlands: A.A. Balkema Publishers, 1985.217-222. [45]Ogata N, Kataoka T, Komiya A. Effect of freezing thawing on the mechanical properties of soil [A].In:Proceedings of the 4th International Symposium on Ground Freezing[C].Rotterdam, Netherlands: A.A. Balkema Publishers, 1985.201-207. [46]Goto Shigeru. Influence of a freeze and thaw cycle on liquefaction resistance of sandy soils[J]. Soils and Foundations, 1993, 33(4): 148-158. [47]Benoit G R, Voorhees W B. Effect of Freeze Thaw Activity on Water Retention, Hydraulic Conductivity, Density and Surface strength of Two Soils Frozen at High Water Content[R]. USA Cold Regions Research and Engineering Laboratory, Special Report 90-1, 1990. |