• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
LI Wei, LIU Guan-shi, WANG Wei-wei, YAO Ting, SHENG Jian-hao. Crack propagation law of compacted expansive soils under wetting-drying cycles[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(7): 1302-1308. DOI: 10.11779/CJGE201407014
Citation: LI Wei, LIU Guan-shi, WANG Wei-wei, YAO Ting, SHENG Jian-hao. Crack propagation law of compacted expansive soils under wetting-drying cycles[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(7): 1302-1308. DOI: 10.11779/CJGE201407014

Crack propagation law of compacted expansive soils under wetting-drying cycles

More Information
  • Received Date: November 11, 2013
  • Published Date: July 24, 2014
  • The quantitative description of crack features, which is the basis of researches on crack of expansive soils, contributes to further investigation on engineering properties of expansive soils. Taking surface cracks of expansive soils as research objects, the crack images under different wetting-drying cycles are captured by digital imaging. The crack features are analyzed by using the optimized and improved methods for crack image processing and crack feature extraction. The results show that the total surface crack ratio of laboratory compacted expansive soils increases with the number of the wetting-drying cycles, and that the effect of wetting-drying cycles is mainly reflected in the second cycle. The number of cracks is the greatest and the total length of cracks is the largest at the preliminary stage of the first wetting-drying cycle, however, the final number and the total length of cracks are closer after the third wetting-drying cycle. The crack width increases with the increase of the wetting-drying cycles, and is mainly reflected in the second cycle. Meanwhile, the development of the main crack is the most obvious in the first wetting-drying cycle, and the width of cracks tends to be uniform in the second and third cycles. Based on rose diagrams of crack orientation, it is found that the cracks develop along the initial orientation until the next wetting-drying cycle. The crack orientation in the first wetting-drying cycle is random, but the orientation has high similarity in the second and third cycles, indicating that the effect of wetting-drying cycles on the crack orientation is also mainly reflected in the second cycle.
  • [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))

Catalog

    Article views (306) PDF downloads (493) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return