Experimental and numerical analysis of rainfall infiltration on slopes considering gravel shape
Resilience of Disaster Prevention Against Landslide and Debris Flow|更新时间:2025-12-24
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Experimental and numerical analysis of rainfall infiltration on slopes considering gravel shape
“The latest research reveals the influence of gravel shape on the stability of residual soil slopes containing gravel granite, providing important reference for slope engineering safety.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 6, Pages: 32-42(2025)
作者机构:
1.上海市城市建设设计研究总院(集团)有限公司,上海 200125
2.上海大学 力学与工程科学 学院,上海 200444
作者简介:
WANG Haoran (1986-), PhD, senior engineer, main research interest: geotechnical engineering, E-mail: wanghaoran@sucdri.com.
LIU Feiyu , PhD, professor, doctorial supervisor, E-mail: lfyzju@shu.edu.cn.
基金信息:
National Natural Science Foundation of China(52378355)
WANG Haoran,HUANG Haijiang,LIU Feiyu,et al.Experimental and numerical analysis of rainfall infiltration on slopes considering gravel shape[J].Journal of Civil and Environmental Engineering,2025,47(06):32-42.
WANG Haoran,HUANG Haijiang,LIU Feiyu,et al.Experimental and numerical analysis of rainfall infiltration on slopes considering gravel shape[J].Journal of Civil and Environmental Engineering,2025,47(06):32-42. DOI: 10.11835/j.issn.2096-6717.2025.035.
Experimental and numerical analysis of rainfall infiltration on slopes considering gravel shape
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Related Author
WANG Haoran
LIU Feiyu
ZENG Xiangwei
PAN Min
DENG Zhiping
GAN Jianjun
ZHENG Kehong
ZENG Xiangwei
Related Institution
School of Hydraulic Engineering; Jiangxi Key Laboratory of Structural Safety of Water Conservancy and Hydropower Engineering, Nanchang Institute of Technology
Jiangxi Key Laboratory of Structural Safety of Water Conservancy and Hydropower Engineering, Nanchang Institute of Technology
School of Hydraulic Engineering
a. College of Water Conservancy and Civil Engineering
State Key Laboratory of Intelligent Geotechnics and Tunnelling, Shenzhen University