[1] Nelson J D,Miller D J.Expansive soils: problems and practice in foundation and pavement engineering[J]. John Wiley, New York, 1992.[2] Lloyd-Hughes B.the long-range predictability of European drought.Thesis of University of London, 2002.[3] Morris P H,Graham J,Wiliams D J.Cracking in drying soils[J]. Canadian Geotechnical Journal, 1992, 29: 263~267.[4] Boyntjon S S,Daniel D E.Hydraulic conductivity tests on compacted clay[J]. ASCE J. Geotech. Engrg., 1985, 114 (4): 465~478.[5] Albrecht B A.Benson C H.Effect of desiccation on compacted natural clays[J]. ASCE,J. of Geotech. and Geoenvir. Engrg., 2001, 1271: 67~75.[6] Sherard J L.Embankment dam cracking[M].In: Embankment-dam Engineering(Casagrande Volume)[J].John Wiley & Sons, New York, 1973,271~353.[7] Lazanye L,Horvath G,Farkas J.Volume change induced cracking of flood protection dikes built of clay.In Proceeding of the 2nd International Conference on Unsaturated Soils. Beijing: International Academic Publishers, 1998,213~218.[8] Miller C J.Field investigation of clay liner movement[J]. Hazardous Waste and Hazardous Materials, 1988, 5 (3): 231~238.[9] Miller C J,Mi H,Yesiller N.Experimental analysis of desiccation crack propagation in clay liners[J]. Journal of the American Water Resources Association, AWRA, 1998, 34 (3): 677~686.[10] 姚海林, 郑少河,陈守义.考虑裂隙及雨水入渗影响的膨胀土边坡稳定性分析[J].岩土工程学报, 2001, 23 (5): 606~609.Yao Hailin, Zheng Shaohe, Chen Shouyi. Analysis on the slope stability of expansive soils considering cracks and infiltration of rain. Chinese Journal of Geotechnical Engineering, 2001, 23 (5): 606~609.[11] Baker R.Tensile strength, tension cracks, and stability of slopes. Soils and Foundations, 1981, 21 (2): 1~17.[12] 袁俊平, 殷宗泽.膨胀土裂隙的量化指标与强度性质研究[J].水利学报, 2004,(6): 108~113.Yuan Junping, Yin Zengze. Quantitative index of fissure and strength characteristics of fissured expansive soils. Journal of Hydraulic Engineering, 2004,(6): 108~113.[13] 孔令伟, 陈建斌,郭爱国,等.大气作用下膨胀土边坡的现场响应试验研究[J].岩土工程学报, 2007, 29 (7): 1065~1073.Kong Lingwei, Chen Jianbin, Guo Aiguo, et al. Field response tests on expansive soil slopes under atmosphere. Chinese Journal of Geotechnical Engineering, 2007, 29 (7): 1065~1073.[14] Stolte J,Ritsema C J,Roo A P J.Effects of crust and cracks on simulated catchment discharge and soil loss[J]. Journal of Hydrology, 1997, 195: 279~290.[15] Bronswijk J J B,Hamminga W,Oostindie K.Field scale solute transport in a heavy clay soil[J]. Water Resources Research, 1995, 31: 517~526.[16] Boynton S S,Daniel D E.Hydraulic conductivity tests on compacted clay[J]. ASCE Journal of Geotechnical Engineering, 1985, 111 (4): 465~478.[17] Lau J T K.Desiccation cracking of clay soils.M.Sc.thesis, Department of Civil Engineering. University of Saskatchewan, Saskatoon, Canada, 1987.[18] Chertkov V Y.Modelling cracking stages of saturated soils as they dry and shrink[J]. European Journal of Soil Science, 2002, 53: 105~118.[19] Abu-Hejleh A N,Znidarcic D.Desiccation theory for soft cohesive soils[J]. ASCE Journal of Geotechnical Engineering, 1995, 121 (6): 493~502.[20] Fang H Y.Introduction to Environmental Geotechnology[M]. CRC Press, Boca Raton. FL.1997.[21] Konrad J M,Ayad R.An idealized framework for the analysis of cohesive soils undergoing desiccation[J]. Canadian Geotechnical Journal, 1997, 34: 477~488.[22] Konrad J M,Ayad R.Desiccation of sensitive clay: field experimental observations[J]. Canadian Geotechnical Journal, 1997, 34: 929~942.[23] Ayad R,Konrad J M,Soulié M.Desiccation of a sensitive clay: Application of the model CRACK[J].Canadian Geotechnical Journal, 1997, 34: 943~951.[24] Kayyal,M K.Effect of the moisture evaporative stages on the development of shrinkage cracks in soil.In: Proceedings of First International Conference on Unsaturated Soils, 1995,373~379.[25] Yesiller N,Miller C J,Inci G,Yaldo K.Desiccation and cracking behavior of three compacted landfill liner soils[J]. Engineering Geology, 2000, 57: 105~121.[26] Albrecht B A,Benson C H.Effect of desiccation on compacted natural clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2001, 127 (1): 67~75.[27] Prat P C,Ledesma A,Lakshmikantha M R.Size effect in the cracking of drying soil. In Proceedings of the 16th European Conference of Fracture(edited by EE Gdoutos),Springer, 2006.[28] Nahlawi H,Kodikara J K.Laboratory experiments on desiccation cracking of thin soil layers[J]. Geotechnical and Geological Engineering, 2006, 24: 1641~1664.[29] Rodríguez,R,Sánchez, M,Ledesma A,Lloret A.Experimental and numerical analysis of desiccation of a mining waste[J]. Canadian Geotechnical Journal, 2007, 44: 644~658.[30] 唐朝生, 施斌,刘春,等.黏性土在不同温度下干缩裂缝的发展规律及形态学定量分析[J].岩土工程学报, 2007, 29 (5): 743~749.Tang Chaosheng, Shi Bin, Liu Chun, et al. Developing law and morphological analysis of shrinkage cracks of clay soil at different temperature. Chinese Journal of Geotechnical Engineering, 2007, 29 (5): 743~749.[31] 唐朝生, 施斌,刘春,等.影响黏性土表面干缩裂缝结构形态的因素及定量分析[J].水利学报, 2007, 38 (10): 1186~1193.Tang Chaosheng, Shi Bin, Liu Chun, et al. Factors affecting of the surface shrinkage cracks' structure and morphology of clay soil and quantitative analysis. Journal of Hydraulic Engineering, 2007,(10): 1186~1193.[32] Rayhani MHT,Yanful EK,Fakher A. Desiccation-induced cracking and its effect on the hydraulic conductivity of clayey soils from Iran[J]. Canadian Geotechnical Journal,2007, 44:276~283.[33] 刘春, 王宝军,施斌,唐朝生.基于数字图像识别的岩土体裂隙形态参数分析方法[J].岩土工程学报, 2008, 30 (9): 1383~1388.Liu Chun, Wang Baojun, Shi Bin, Tang Chaosheng. Analytic method of morphological parameters of cracks for rock and soil based on image processing and recognition. Chinese Journal of Geotechnical Engineering, 2008, 30 (9): 1383~1388.[34] 施斌, 唐朝生,王宝军,姜洪涛.黏性土在不同温度下龟裂的发展及其机理讨论[J].高校地质学报, 15 (2): 2009,192~198. Shi Bin, Tang Chaosheng, Wang Baojun, Jiang Hongtao. Development and mechanism of desiccation cracking of clayey soil under different temperatures. Geological Journal of China University, 2009, 25 (2): 192~198.[35] Tang C S,Shi B,Liu C,Zhao L Z,Wang B J.Influencing factors of geometrical structure of surface shrinkage cracks in clayey soils[J]. Engineering Geology, 2008, 101 (3-4): 204~217.[36] Péron H,Herchel T,Laloui L,Hu L B.Fundamentals of desiccation cracking of fine-grained soils: Experimental characterization and mechanisms identification[J]. Canadian Geotechnical Journal, 2009, 46: 1177~1201.[37] Tang C S,Cui Y J,Tang A M,Shi B.Experiment evidence on the temperature dependence of desiccation cracking behavior of clayey soils[J]. Engineering Geology, 2010, 114: 261~266.[38] Tang C S,Shi B,Liu C,Suo W B,Gao L.Experimental characterization of shrinkage and desiccation cracking in thin clay layer[J]. Applied Clay Science, 2011, 52: 69~77.[39] Tang C S,Shi B,Liu C,Gao L,Inyang H.Experimental investigation on the desiccation cracking behavior of soil layer during drying[J]. Journal of Materials for Civil Engineering, 2010, 23 (6): 873~878.[40] Corte A,Higashi A.Experimental research on desiccation cracks in soil.Research Report. U.S.Army Snow Ice and Permafrost Research Establishment, Illinois, USA, 1960.[41] Fredlund D G,Rahardjo H.Soil Mechanics for Unsaturated Soils[M]. New York: Wiley, 1993.[42] Kleppe J,Olson R.Desiccation cracking of soil barriers. Hydraulic barriers in soil and rock, STP 874,ASTM,Philadelphia, 1985, 263~275.[43] Wilding L P,Tessier D.Genesis of vertisols: Shrink-swell phenomena. In Vertisols: Their Distribution, Properties, Classification and Management, Wilding L P,Puentes R,Eds. Technical Monograph No.18,Soil Management Support Services: Texas A & M,TX, 1988,55~81.[44] Tay Y Y,Stewart D Ⅰ,Cousens T W.Shrinkage and desiccation cracking in bentonite-sand landfill liners[J]. Engineering Geology, 2001, 60: 263~274.[45] Vogel H J,Hofmann H,Roth K.Studies of crack dynamics in clay soil Ⅰ: Experimental methods, results, and morphological quantification[J]. Geoderma, 2005, 125: 203~211.[46] 唐朝生, 崔玉军,Anh-Minh Tang,施斌.膨胀土收缩开裂过程的温度效应[J].岩土工程学报,待刊.Tang Chaosheng, Cui Yujun, Tang Anh-Minh, Shi Bin. Temperature dependence of shrinkage and desiccation cracking process of expansive soil. Chinese Journal of Geotechnical Engineering(in press).[47] 唐朝生, 崔玉军,Anh-Minh Tang,施斌.土体干燥过程中体积收缩变形特征[J].岩土工程学报, 2011, 33 (8): 1271~1279.Tang Chaosheng, Cui Yujun, Tang Anh-Minh, Shi Bin. Soil volume shrinkage characteristics during drying. Chinese Journal of Geotechnical Engineering, 2010, 33 (8): 1271~1279.[48] 唐朝生, 施斌.干湿循环过程中膨胀土的胀缩变形特征[J].岩土工程学报, 2011, 33 (9): 1376~1384.Tang Chaosheng, Shi Bin. Swelling and shrinkage behaviour of expansive soil during wetting-drying cycles. Chinese Journal of Geotechnical Engineering, 2010, 33 (9): 1376~1384.[49] Towner G D.the influence of sand-and silt-size particles on the cracking during drying of small clay-dominated aggregates[J]. Journal of Soil Science, 1988, 39: 347~356.[50] Weinberger R.Initiation and growth of cracks during desiccation of stratified muddy sediments[J]. Journal of Structural Geology, 1999, 21: 379~386.[51] Zabat M,Vayer-Besan on M,Harba R,Bonnamy S,Van Damme H.Surface topography and mechanical properties of smectite films. Progress in Colloid and Polymer Science.96~102.Berlin: Springer, 1997.[52] Scherer G.W.Theory of drying[J]. Journal of the American Ceramic Society, 1990, 73: 3~14.[53] Prat P C,Ledesma A,Cabeza L.Drying and cracking of soils: numerical modeling.In 8th Int. Conference on Numerical Models in Geomechanics NUMOG Ⅷ,705-711,Rome, ltaly, 2002.[54] Morris P H,Graham J,Williams D J.Crack depths in drying clays using fracture mechanics. Fracture Mechanics Applied to Geotechnical Engineering. ASCE Geotechnical Special Publication, 1994,pp.40~53.[55] Omidi G H,Thomas J C,Brown K W.Effect of desiccation cracking on the hydraulic conductivity of a compacted clay liner[J]. Water, Air and Soil Pollution, 1996, 89: 91~103.[56] Daniel D E,Wu Y K.Compacted clay liners and covers for arid sites[J]. Journal of Geotechnical Engineering, ASCE, 1993, 119 (2): 223~237.[57] Babu G L S,Gartung E.Methodology for prediction of desiccation of clay liners.In Clay science for Engineering, Adachi and Fukue eds., pages 187~190,Rotterdam. Balkema, 2001.[58] Towner G.the tensile stress generated in clay through drying[J]. Journal Agricultural Engineering Research, New York, 1987, 37 (4): 279~289.[59] Towner G D.the mechanics of cracking of drying clay[J]. J.Agric. Engrg. Res, 1987, 36: 115~124.[60] Nearing M A,Parker S C,Bradford J M., Elliot W J.Tensile strength of thirty-three saturated repacked soils[J]. Soil Sci. Soc. Am. J., 1991, 55: 1546~1551.[61] Tang C S,Shi B,Gao W,Chen F G,Cai Y.Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil[J]. Geotextiles and Geomembranes, 2007, 25: 194~202.[62] Tang C S,Shi B,Zhao L Z.Interfacial Shear Strength of Fiber Reinforced Soil[J]. Geotextiles and Geomembranes, 2009, 28: 54~62.[63] Tang C S,Cui Y J,Shi B,Tang A M,Liu C.Desiccation and cracking behaviour of clay layer from slurry state under wetting-drying cycles[J]. Geoderma, 2011, 166 (1): 111~118.[64] Yong R N,Warkentin B P.Soil Properties and Behaviour[M]. Elsevier, Amsterdam, 1975.[65] Perrier E.Structure Géometrique et Fon ctionnement Hydrique des Sols: Simulations Exploratoires[M]. ORSTOM Editons, Paris, 1995,259.[66] Perrier E,Mullon C,Rieu M.Computer construction of fractal soil structures: simulation of their hydraulic and shrinkage properties[J]. Water Resour. Res, 1995, 31: 2927~2943.[67] Ringrose-Voase A J,Sanidad W B.A method for measuring the development of surface cracks in soils[J]. Application to crack development after lowland rice. Geoderma, 1996, 71: 245~261.[68] Wopereis M C S,Bouma J,Kropff M J,Sanidad W.Reducing bypass flow through a dry, cracked and previously puddle rice soil[J]. Soil Tillage Res., 1994, 29: 1~11.[69] Zein el Adebine A,Robinson G H.A study on cracking in some Vertisols of the Sudan[J]. Geoderma, 1971, 5: 229~241.[70] Inoue H.Lateral flow in a clayey agricultural field with cracks[J]. Geoderma, 1993, 59: 311~325.[71] Dasog G S,Shashidhara G B.Dimension and volume of cracks in a vertisol under different crop covers[J]. Soil Sci., 1993, 156: 424~428.[72] Velde B.Structure of surface cracks in soil and muds[J]. Geoderma, 1999, 93: 101~12.[73] Yan A.,Wu K., Zhang X.A quantitative study on the surface crack pattern of concrete with high content of steel fiber[J]. Cement and Concrete Research, 2002, 32: 1371~1375.[74] Mi H.Kinematic Wave Formulation for Flow through Macroporous Soil.Ph. D.Thesis, Department of Civil and Environmental Engineering, Wayne State University, Detroit, MI, 1995.[75] 易顺民, 黎志恒,张延中.膨胀土裂隙结构的分形特征及其意义[J].岩土工程学报, 1999, 21 (3): 294~298.Yi Shunmin, Li Zhiheng, Zhang Yanzhong. The fractal characteristics of fracture in expansive soil and its significance. Chinese Journal of Geotechnical Engineering, 1999, 21 (3): 294~298.[76] Lecocq N,Vandewalle N.Experimental study of cracking induced by desiccation in one-dimensional systems[J]. The European Physical Journal-E EDP Sciences, Springer-Verlag, Societ Italiana di Fisica, 2002, 84: 445~452.
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