Citation: | JIANG Shuihua, YUAN Zhirong, LIU Xian, HUANG Jinsong, ZHOU Chuangbing. Rainfall infiltration model considering spatial variability of multiple layers in transition layer and its application in slope stability analysis[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(2): 255-264. DOI: 10.11779/CJGE20230996 |
[1] |
FROUDE M J, PETLEY D N. Global fatal landslide occurrence from 2004 to 2016[J]. Natural Hazards and Earth System Sciences, 2018, 18(8): 2161-2181. doi: 10.5194/nhess-18-2161-2018
|
[2] |
蒋水华, 刘贤, 黄劲松, 等. 多层非均质边坡降雨入渗分析的改进Green-Ampt模型[J]. 岩土工程学报, 2024, 46(6): 1177-1186. doi: 10.11779/CJGE20230205
JIANG Shuihua, LIU Xian, HUANG Jinsong, et al. An improved Green-Ampt model for rainfall infiltration analysis of multi-layered heterogeneous soil slopes[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(6): 1177-1186. (in Chinese) doi: 10.11779/CJGE20230205
|
[3] |
王文焰, 汪志荣, 王全九, 等. 黄土中Green-Ampt入渗模型的改进与验证[J]. 水利学报, 2003, 34(5): 30-34.
WANG Wenyan, WANG Zhirong, WANG Quanjiu, et al. Improvement and evaluation of the Green-Ampt model in loess soil[J]. Journal of Hydraulic Engineering, 2003, 34(5): 30-34. (in Chinese)
|
[4] |
彭振阳, 黄介生, 伍靖伟, 等. 基于分层假设的Green-Ampt模型改进[J]. 水科学进展, 2012, 23(1): 59-66.
PENG Zhenyang, HUANG Jiesheng, WU Jingwei, et al. Modification of Green-Ampt model based on the stratification hypothesis[J]. Advances in Water Science, 2012, 23(1): 59-66. (in Chinese)
|
[5] |
王雪冬, 李世宇, 孙延峰, 等. 考虑非饱和浸润层厚度和累积入渗量的改进Green-Ampt模型[J]. 水文地质工程地质, 2021, 48(6): 64-71.
WANG Xuedong, LI Shiyu, SUN Yanfeng, et al. An improved Green-Ampt model for rainfall infiltration in the inner dumping site of an open pit coal mine[J]. Hydrogeology & Engineering Geology, 2021, 48(6): 64-71. (in Chinese)
|
[6] |
黄良誉, 何廷全, 周成, 等. 边坡植被恢复中植被水泥土Green-Ampt入渗模型的改进与应用[J]. 岩土工程学报, 2022, 44(增刊1): 183-188. doi: 10.11779/CJGE2022S1033
HUANG Liangyu, HE Tingquan, ZHOU Cheng, et al. Improvement and application of Green-Ampt infiltration model of vegetation cement soil in slope vegetation restoration[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 183-188. (in Chinese) doi: 10.11779/CJGE2022S1033
|
[7] |
ZHANG L L, ZHANG L M, TANG W H. Rainfall-induced slope failure considering variability of soil properties[J]. Géotechnique, 2005, 55(2): 183-188. doi: 10.1680/geot.2005.55.2.183
|
[8] |
DOU H Q, HAN T C, GONG X N, et al. Probabilistic slope stability analysis considering the variability of hydraulic conductivity under rainfall infiltration-redistribution conditions[J]. Engineering Geology, 2014, 183: 1-13. doi: 10.1016/j.enggeo.2014.09.005
|
[9] |
蒋水华, 刘贤, 黄发明, 等. 考虑多参数空间变异性的降雨入渗边坡失稳机理及可靠度分析[J]. 岩土工程学报, 2020, 42(5): 900-907. doi: 10.11779/CJGE202005012
JIANG Shuihua, LIU Xian, HUANG Faming, et al. Failure mechanism and reliability analysis of soil slopes under rainfall infiltration considering spatial variability of multiple soil parameters[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(5): 900-907. (in Chinese) doi: 10.11779/CJGE202005012
|
[10] |
马世国. 强降雨条件下基于Green-Ampt入渗模型的无限边坡稳定性研究[D]. 杭州: 浙江大学, 2014.
MA Shiguo. Study on Infinite Slope Stability under Heavy Rainfall Based on Green-Ampt Infiltration Model[D]. Hangzhou: Zhejiang University, 2014. (in Chinese)
|
[11] |
GREEN W H, AMPT G A. Studies on soil physics: flow of air and water through soils[J]. Journal of Agricultural Science, 1911, 4(1): 1-24.
|
[12] |
雷志栋. 土壤水动力学[M]. 北京: 清华大学出版社, 1988.
LEI Zhidong. Soil Hydrodynamics[M]. Beijing: Tsinghua University Press, 1988. (in Chinese)
|
[13] |
FREDLUND D G, RAHARDJO H. Soil Mechanics for Unsaturated Soils[M]. New York: Wiley, 1993.
|
[14] |
BROOKS R H, COREY A T. Hydraulic Properties of Porous Media[M]. Fort Collins: Colorado State University, 1964.
|
[15] |
李强, 贾森, 李鑫, 等. 考虑非饱和浸润区的改进Green-Ampt模型[J]. 岩土力学, 2022, 43(12): 3484-3492, 3502.
LI Qiang, JIA Sen, LI Xin, et al. An improved Green-Ampt model considering unsaturated infiltration zone[J]. Rock and Soil Mechanics, 2022, 43(12): 3484-3492, 3502. (in Chinese)
|
[16] |
RICHARDS L A. Capillary conduction of liquids through porous mediums[J]. Physics, 1931, 1(5): 318-333.
|
[17] |
SIMUNEK J, VAN GENUCHTEN M T, SEJNA M. The Hydrus-1D software package for simulating the movement of water, heat, and multiple solutes in variably saturated media, Version 4.16, HYDRUS Software Series 3[R]. California: Department of Environmental Sciences, University of California Riverside, 2013.
|
[18] |
CHO S E. Failure distribution analysis of shallow landslides under rainfall infiltration based on fragility curves[J]. Landslides, 2020, 17(1): 79-91.
|
[19] |
LU N, GODT J W, WU D T. A closed-form equation for effective stress in unsaturated soil[J]. Water Resources Research, 2010, 46(5): W05515.
|
[20] |
陈正汉, 郭楠. 非饱和土与特殊土力学及工程应用研究的新进展[J]. 岩土力学, 2019, 40(1): 1-54.
CHEN Zhenghan, GUO Nan. New developments of mechanics and application for unsaturated soils and special soils[J]. Rock and Soil Mechanics, 2019, 40(1): 1-54. (in Chinese)
|
[21] |
赵振兴, 何建京. 水力学[M]. 2版. 北京: 清华大学出版社, 2010.
ZHAO Zhenxing, HE Jianjing. Hydraulics[M]. 2nd ed. Beijing: Tsinghua University Press, 2010. (in Chinese)
|