[1] |
蔡正银, 黄英豪. 咸寒区渠道冻害评估与处治技术[M]. 北京, 科学出版社, 2015. (CAI Zheng-yin, HUANG Ying-hao.Evaluation and treatment technology of frost damage in canals in saline and cold regions[M]. Beijing: Science Press, 2015. (in Chinese))
|
[2] |
包承纲. 非饱和土的性状及膨胀土边坡稳定问题[J]. 岩土工程学报, 2004, 26(1): 1-15. (BAO Cheng-gang.Behavior of unsaturated soil and stability of expansive soil slope[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 1-15. (in Chinese))
|
[3] |
程展林, 龚壁卫. 膨胀土边坡[M]. 北京: 科学出版社, 2015. (CHENG Zhan-lin, GONG Bi-wei.Expansive soil slope[M]. Beijing: Science Press, 2015. (in Chinese))
|
[4] |
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 Ling-wei, CHEN Jian-bin, GUO Ai-guo, et al.Field response tests on expansive soil slopes under atmosphere[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(7): 1065-1073. (in Chinese))
|
[5] |
BANDYOPADHYAY K K, MOHANTY M, PAINULI D K, et al.Influence of tillage practices and nutrient management on crack parameters in a vertisol of central India[J]. Soil & Tillage Research, 2003, 71(2): 133-142.
|
[6] |
李雄威, 王爱军, 王勇, 等. 模拟日照条件下膨胀土的湿-热耦合性状及蒸发效应[J]. 岩土力学, 2013, 34(10): 2821-2826. (LI Xiong-wei, WANG Ai-jun, WANG Yong, et al.Moisture-heat coupling behavior and evaporation effect of expansive soil in simulated solar[J]. Rock and Soil Mechanics, 2013, 34(10): 2821-2826. (in Chinese))
|
[7] |
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, 35(6): 108-113. (YUAN Jun-ping, YIN Zong-ze.Quantitative index of fissure and strength characteristics of fissured expansive soils[J]. Journal of Hydraulic Engineering[J]. 2004, 35(6): 108-113. (in Chinese))
|
[8] |
TANG C S, CUI Y J, SHI B, et al.Desiccation and cracking behaviour of clay layer from slurry state under wetting-drying cycles[J]. Geoderma, 2011, 166(1): 111-118.
|
[9] |
VOGEL H J, HOFFMANN H, ROTH K.Studies of crack dynamics in clay soil: I experimental methods, results and morphological quantification[J]. Geoderma, 2005, 125(3): 203-211.
|
[10] |
CLARK J G, STEPHEN H A.Computed tomographic measurement of macrporosity in chisel-disk and no-tillage seedbeds[J]. Soil & Tillage Research, 2002, 64(1): 101-111.
|
[11] |
LUO L, LIN H, HALLECK P.Quantifying soil structure and preferential flow in intact soil using X-ray computed tomography[J]. Soil Science Society of America Journal, 2008, 72(4): 1058-1069.
|
[12] |
卢再华, 陈正汉, 蒲毅彬. 膨胀土干湿循环胀缩裂隙演化的 CT 试验研究[J]. 岩土力学, 2002, 23(4): 417-422. (LU Zai-hua, CHEN Zheng-han, PU Yi-bin.A CT study on the crack evolution of expanisve soil during drying and wetting cycles[J]. Rock and Soil Mechanics, 2002, 23(4): 417-422. (in Chinese))
|
[13] |
MUKUNOKI T, NAKANO T, OTANI J, et al.Study of cracking process of clay cap barrier in landfill using X-ray CT[J]. Applied Clay Science, 2014, 101: 558-566.
|
[14] |
GEBRENEGUS T, GHEZZEHEI T A, TULLER M.Physicochemical controls on initiation and evolution of desiccation cracks in sand-bentonite mixtures: X-ray CT imaging and stochastic modeling[J]. Journal of Contaminant Hydrology, 2011, 126(1): 100-112.
|
[15] |
张晨, 蔡正银, 黄英豪, 等. 输水渠道冻胀离心模拟试验[J]. 岩土工程学报, 2016, 38(1): 109-117. (ZHANG Chen, CAI Zheng-yin, HUANG Ying-hao, et al.Centrifuge modelling of frost-heave of canals[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(1): 109-116. (in Chinese))
|
[16] |
李学军, 费良军, 任之忠. 大型U型渠道渠基季节性冻融水分运移特性研究[J]. 水利学报, 2007, 38(11): 1383-1387. (LI Xue-jun, FEI Liang-jun, REN Zhi-zhong.Model of coupled heat-fluid transport of U-shape canal lining with concrete during seasonal freezing and thawing stage[J]. Transactions of The Chinese Society of Agricultural Engineering, 2008, 29(8): 13-17. (in Chinese))
|
[17] |
SL 237—1999 土工试验规程[S]. 1999. (SL 237—1999 Specification of soil test[S]. 1999. (in Chinese))
|
[18] |
GB 50112—2013 膨胀土地区建筑技术规范[S]. 2012. (GB50112—2013 Technical code for buildings in expansivesoil regions[S]. 2012. (in Chinese))
|
[19] |
黎伟, 刘观仕, 汪为巍, 等. 湿干循环下压实膨胀土裂隙扩展规律研究[J]. 岩土工程学报, 2014, 36(7): 1302-1308. (LI Wei, LIU Guan-shi, WANG Wei-wei, et al.Crack propagation law of compacted expansive soils under wetting- drying cycles[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(7): 1302-1308. (in Chinese))
|
[20] |
LI J H, ZHANG L M, WANG Y, et al.Permeability tensor and REV of saturated cracked soil[J]. Canadian Geotechnical Journal, 2009, 46(8): 928-942.
|
[21] |
LI J H, ZHANG L M.Geometric parameters and REV of a crack network in soil[J]. Computers & Geotechnics, 2010, 37(4): 466-475.
|
[22] |
BENSON C H, BOUTWELL G P.Compaction conditions and scale dependent hydraulic conductivity of compacted clay liners[J]. ASTM STP, 2000, 1384: 254-273.
|
[23] |
郑剑锋, 马巍, 赵淑萍, 等. 重塑土室内制样技术对比研究[J]. 冰川冻土, 2008, 30(3): 494-500. (ZHENG Jian-feng, MA Wei, ZHAO Shu-ping, et al.Development of the specimen-preparing technique for remoulded soil samples[J]. Journal of Glaciology and Geocryology, 2008, 30(3): 494-500. (in Chinese))
|
[24] |
OHTSU N.A threshold selection method from gray-level histograms[J]. IEEE Trans Syst Man Cybern, 1979, 9(1): 62-66.
|
[25] |
SCHNEIDER C A, RASBAND W S, ELICEIRI K W.NIH Image to ImageJ: 25 years of image analysis[J]. Nature Methods, 2012, 9(7): 671-675.
|
[26] |
程明书, 汪时机, 毛新, 等. 结构性损伤膨胀土三轴加载下的裂隙形态及力学表征[J]. 岩土工程学报, 2016, 38(增刊2): 73-78. (CHENG Ming-shu, WANG Shi-ji, MAO Xin, et al.Fissure morphology and mechanical characterization for structure-damaged expansive soil under triaxial compression tests[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(S2): 73-78. (in Chinese))
|
[27] |
WANG J J, ZHANG H P, ZHANG L, et al.Experimental study on self-healing of crack in clay seepage barrier[J]. Engineering Geology, 2013, 159: 31-35.
|
[28] |
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 clay soil at different temperature[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5): 743-749. (in Chinese))
|
[29] |
DOUBE M, KŁOSOWSKI M M, ARGANDA-CARRERAS I, et al. BoneJ: free and extensible bone image analysis in Image[J][J]. Bone, 2010, 47(6):1076-1079.
|