[1] |
李生林. 中国膨胀土工程地质研究[M]. 南京: 江苏科学技术出版社, 1992. (LI Sheng-lin. Study on the engineering geology of expansive soil in China[M]. Nanjing: Jiangsu Science and Technology Publishing House, 1992. (in Chinese))
|
[2] |
谭罗荣, 孔令伟. 特殊岩土工程土质学[M]. 北京: 科学出版社, 2006. (TAN Luo-rong, KONG Ling-wei. Soil science of special geotechnical engineering[M]. Beijing: Science Press, 2006. (in Chinese))
|
[3] |
刘特洪. 工程建设中的膨胀土问题[M]. 北京: 中国建筑工业出版社, 1997. (LIU Te-hong. Expansive soil problems in engineering construction[M]. Beijing: China Architecture and Building Press, 1997. (in Chinese))
|
[4] |
姚海林, 郑少河, 葛修润, 等. 裂隙膨胀土边坡稳定性评价[J]. 岩石力学与工程学报, 2002, 21(2): 2331-2335. (YAO Hai-lin, ZHENG Shao-he, GE Xiu-run, et al. Assessment on slope stability in cracking expansive soils[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(2): 2331-2335. (in Chinese))
|
[5] |
袁俊平. 非饱和膨胀土的裂隙概化模型与边坡稳定研究[D]. 南京:河海大学, 2003. (YUAN Jun-ping. Generalized model of fissures distribution and slope stability analysis for unsaturated expansive soils[D]. Nanjing: Hohai University, 2003. (in Chinese))
|
[6] |
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))
|
[7] |
曾召田, 吕海波, 赵艳林, 等. 膨胀土干湿循环效应及其对边坡稳定性的影响[J]. 工程地质学报, 2012, 20(6): 934-939. (ZENG Zhao-tian, LÜHai-bo, ZHAO Yan-lin, et al. Wetting-drying effect of expansive soils and its influence on slope stability[J]. Journal of Engineering Geology, 2012, 20(6): 934-939. (in Chinese))
|
[8] |
马 佳, 陈善雄, 余 飞, 等. 裂土裂隙演化过程试验研究[J]. 岩土力学, 2007, 28(10): 2203-2208. (MA Jia, CHEN Shan-xiong, YU Fei, et al. Experimental research on crack evolution process in fissured clay[J]. Rock and Soil Mechanics, 2007, 28(10): 2203-2208. (in Chinese))
|
[9] |
冯 欣. 膨胀土裂隙扩展与入渗试验研究[D]. 武汉: 中国科学院武汉岩土力学研究所, 2009. (FENG Xin. Experimental research on cracks propagation and infiltration for expansive soil[D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, 2009. (in Chinese))
|
[10] |
张家俊, 龚壁卫, 胡 波, 等. 干湿循环作用下膨胀土裂隙演化规律试验研究[J]. 岩土力学, 2011, 32(9): 2729-2734. (ZHANG Jia-jun, GONG Bi-wei, HU Bo, et al. Study of evolution law of fissures of expansive clay under wetting and drying cycles[J]. Rock and Soil Mechanics, 2011, 32(9): 2729-2734. (in Chinese))
|
[11] |
杨和平, 刘艳强, 李晗峰. 干湿循环条件下碾压膨胀土的裂隙发展规律[J]. 交通科学与工程, 2012, 28(1): 1-5. (YANG He-ping, LIU Yan-qiang, LI Han-feng. The development of cracks of compacted expansive soil under dry-wet cycling[J]. Journal of Transport Science and Engineering, 2012, 28(1): 1-5. (in Chinese))
|
[12] |
黎 伟, 刘观仕, 姚 婷. 膨胀土裂隙特征研究进展[J]. 水利水电科技进展, 2012, 32(4): 78-82. (LI Wei, LIU Guan-shi, YAO Ting. Research progress in crack features of expansive soils[J]. Advances in Sciences and Technology of Water Resources, 2012, 32(4): 78-82. (in Chinese))
|
[13] |
周江平, 彭雄志. 土体抗剪强度的尺寸效应[J]. 西南交通大学学报, 2005, 40(1): 77-81. (ZHOU Jiang-ping, PENG Xiong-zhi. Investigation on size effect of shear strength of soil[J]. Journal of Southwest Jiaotong University, 2005, 40(1): 77-81. (in Chinese))
|
[14] |
赵 芳, 王卫星, 金文标. 基于角点分段算法的岩石裂隙宽度测量及分析[J]. 计算机应用研究, 2006, 23(11): 137-140. (ZHAO Fang, WANG Wei-xing, JIN Wen-biao. Rock fracture width measurement method based on corner segment algorithm[J]. Application Research of Computers, 2006, 23(11): 137-140. (in Chinese))
|
[15] |
刘 春, 王宝军, 施 斌, 等. 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 Bao-jun, SHI Bin, et al. Analytic method of morphological parameters of cracks for rock and soil based on image processing and recognition[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1383-1388. (in Chinese))
|
[16] |
黎 伟, 刘观仕, 姚 婷. 膨胀土裂隙图像处理及特征提取方法的改进[J]. 岩土力学. (LI Wei, LIU Guan-shi, YAO Ting. Progress on methods of crack image processing and crack feature extraction of expansive soil[J]. Rock and Soil Mechanics. (in Chinese))
|
[17] |
周 伟. 膨胀土脱湿全过程裂隙演化规律研究[D]. 武汉:中国科学院武汉岩土力学研究所, 2011. (ZHOU Wei. Study on law of crack evolution for expansive soil in the dehydration process[D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Siences, 2011. (in Chinese))
|