Moisture-Heat Migration Laws and Permeability of Compacted Clay Under Temperature Gradient
CAI Guang-hua1, LU Hai-jun2, LIU Song-yu1
1. School of Transportation, Southeast University, Nanjing 210096, China; 2. School of Civil Engineering and Architecture, Wuhan Polytechnic University, Wuhan 410023, China.
CAI Guang-hua, LU Hai-jun, LIU Song-yu. Moisture-Heat Migration Laws and Permeability of Compacted Clay Under Temperature Gradient[J]. Journal of Northeastern University:Natural Science, 2017, 38(6): 874-879.
[1]陈云敏,高登,朱斌,等.垃圾填埋场沿衬垫界面的地震稳定性及永久位移分析[J].中国科学E辑:技术科学,2008,38(1):79-94.(Chen Yun-min,Gao Deng,Zhu Bin,et al.Seismic stability and permanent displacement analysis of landfill sites along liner interface [J].China Science E-series:Science and Technology,2008,38(1):79-94.) [2]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 Chao-sheng,Shi Bin,Liu Chun,et al.Developing law and morphological analysis of shrinkage cracks of clayey soil under different temperatures[J].Chinese Journal of Geotechnical Engineering,2007,29(5):743-749.) [3]Tang C S,Shi B,Liu C,et al.Influencing factors of geometrical structure of surface shrinkage cracks in clayey soils [J].Engineering Geology,2008,101(3/4):204-217. [4]Zhou Y F,Rowe R K.Development of a technique for modelling clay liner desiccation [J].International Journal for Numerical and Analytical Methods in Geo-mechanics,2003,27:473-493. [5]Zhou Y F,Rowe R K.Modelling of clay liner desiccation[J].International Journal of Geo-mechanics,2005,5(1):1-9. [6]Dll P.Desiccation of mineral liners below landfills with heat generation [J].Journal of Geotechnical and Geoenvironmental Engineering,1997,123(11):1001-1009. [7]Southen J M,Rowe R K.Modelling of thermally induced desiccation of geosynthetic clay liners [J].Geotextiles and Geomembranes,2005,23(5):425-442. [8]Southen J M,Rowe R K.Laboratory investigation of geosynthetic clay liner desiccation in a composite liner subjected to thermal gradients [J].Journal of Geotechnical and Geoenvironmental Engineering,2005,131(7):925-935. [9]Azad F M,El-Zein A,Rowe R K,et al.Modelling of thermally induced desiccation of geosynthetic clay liners in double composite liner systems[J].Geotextiles and Geomembranes,2012,34:28-38. [10]Wang M W,Li J,Ge S,et al.Moisture migration tests on unsaturated expansive clays in Hefei,China [J].Applied Clay Science,2013,79:30-35. [11]蔡光华.垃圾填埋场压实黏土封场系统开裂规律研究[D].武汉:武汉工业学院,2012.(Cai Guang-hua.Cracking law of landfill compacted clay cover system[D].Wuhan:Wuhan University of Technology,2012.) [12]陆海军,蔡光华,何翔,等.一种温度-水流耦合作用下黏土裂缝的检测装置:ZL.2010.2 0693702.X[P].2010-12-31.(Lu Hai-jun,Cai Guang-hua,He Xiang,et al.A detection device of clay cracking under the temperature - flow coupling effects:ZL.2010.2 0693702.X[P].2010-12-31.) [13]US-ASTM.Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter:ASTM D5084[S].West Conshohocken,2002. [14]Rayhani M H T,Yanful E K,Fakher A.Physical modeling of desiccation cracking in plastic soils [J].Engineering Geology,2008,97(1/2):25-31.