Citation: | CAI Zheng-yin, CHEN Hao, HUANG Ying-hao, ZHANG Chen. Failure mechanism of canal slopes of expansive soils considering action of wetting-drying cycles[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11): 1977-1982. DOI: 10.11779/CJGE201911001 |
[1] |
NG C W W, ZHAN L T, BAO C G, et al. Performance of an unsaturated expansive soil slope subjected to artificial rainfall infiltration[J]. Géotechnique, 2003, 53(2): 143-157.
|
[2] |
詹良通, 吴宏伟, 包承纲, 等. 降雨入渗条件下非饱和膨胀土边坡原位监测[J]. 岩土力学, 2003, 24(2): 151-158.
(ZHAN Liang-tong, NG C W W, BAO Cheng-gang, et al. Artificial rainfall infiltration tests on a well-instrumented unsaturated expansive soil slope[J]. Rock and Soil Mechanics, 2003, 24(2): 151-158. (in Chinese)) |
[3] |
DAI Z, CHEN S, LI J.The failure characteristics and evolution mechanism of the expansive soil trench slope[C]// 2nd Pan-American Conference on Unsaturated Soils. New York, 2017.
|
[4] |
CHENG Z L, DING J, RAO X, et al.Physical model tests of expansive soil slope[C]// Geo-Congress. San Diego, 2013: 731-740.
|
[5] |
GRECO R, GUIDA A, DAMIANO E, et al.Soil water content and suction monitoring in model slopes for shallow flowslides early warning applications[J]. Physics & Chemistry of the Earth Parts, 2010, 35(3/4/5): 127-136.
|
[6] |
陈生水, 郑澄锋, 王国利. 膨胀土边坡长期强度变形特性和稳定性研究[J]. 岩土工程学报, 2007, 29(6): 795-799.
(CHEN Sheng-shui, ZHENG Cheng-feng, WANG Guo-li.Researches on long-term strength deformation characteristics and stability of expansive soil slopes[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 795-799. (in Chinese)) |
[7] |
王国利, 陈生水, 徐光明. 干湿循环下膨胀土边坡稳定性的离心模型试验[J]. 水利水运工程学报, 2005(4): 6-10.
(WANG Guo-li. CHEN Sheng-shui, XU Guang-ming.Centrifuge model test on stability of expansive soil slope under alternation between drying and wetting[J]. Hydro-Science and Engineering, 2005(4): 6-10. (in Chinese)) |
[8] |
饶锡保, 陈云, 曾玲. 膨胀土渠道边坡稳定性离心模型试验及有限元分析[J]. 长江科学院院报, 2002, 19(增刊1): 105-107.
(RAO Xi-bao, CHEN Yun, ZENG Ling.Centrifugal model test and FEM study on slope stability of expansive soil channel of Water Transfer Project from South to North[J] Journal of Yangtze River Scientific Research Institute, 2002, 19(S1): 105-107. (in Chinese)) |
[9] |
徐光明, 王国利, 顾行文, 等. 雨水入渗与膨胀性边坡稳定性试验研究[J]. 岩土工程学报, 2006, 28(2): 270-273.
(XU Guang-ming, WANG Guo-li, GU Xing-wen, et al.Centrifuge modeling for instability of excavated slope in expansive soil due to water infiltration[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(2): 270-273. (in Chinese)) |
[10] |
程永辉, 程展林, 张元斌. 降雨条件下膨胀土边坡失稳机理的离心模型试验研究[J]. 岩土工程学报, 2011, 33(增刊1): 416-421.
(CHENG Yong-hui, CHENG Zhan-lin, ZHANG Yuan-bin.Centrifugal model tests on expansive soil slope under rainfall[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(S1): 416-421. (in Chinese)) |
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