Open Access
Issue
E3S Web Conf.
Volume 248, 2021
2021 3rd International Conference on Civil Architecture and Energy Science (CAES 2021)
Article Number 03024
Number of page(s) 5
Section Research on Civil Water Conservancy Engineering and Urban Architecture
DOI https://doi.org/10.1051/e3sconf/202124803024
Published online 12 April 2021
  1. Yao Hailin, ZHENG Shaohe, LI Wenbin, et al. Parametric study on the effect of rain infiltration on stability of unsaturated expansive soil slope[J]. Chinese Journal of Rock Mechanics and Engineering, 2002,21(7): 1034–1039. [Google Scholar]
  2. Zhou Chuangbing, LI Dianqing. Advances in Rainfall-Induced Landslides Mechanism and Risk Mitigation[J]. Advances in Earth Science, 2009,24(5):477–487. [Google Scholar]
  3. SHI Zhenming, SHEN Danwei, PENG Ming, et al. Slope stability analysis by considering rainfall infiltration in multi-layered unsaturated soils[J]. Journal of Hydraulic Engineering, 2016,47(8):977–985. [Google Scholar]
  4. Rahimi A, Rahardjo H, Leong E C. Effect of hydraulic properties of soil on rainfall-induced slope failure[J]. Engineering Geology, 2010,114(3-4):135–143. [Google Scholar]
  5. Tang Dong, QI Xiaohui, JIANG Shuihua, et al. Effect of different antecedent rainfalls and SWCCs on slope stability[J]. Chinese Journal of Geotechnical Engineering, 2015,37(s1):148–155. [Google Scholar]
  6. Rahardjo H, Ong T H, Rezaur R B, et al. Factors Controlling Instability of Homogeneous Soil Slopes under Rainfall[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(12):1532–1543. [Google Scholar]
  7. Zhang L L, Fredlund D G, Zhang L M, et al. Numerical study of soil conditions under which matric suction can be maintained[J]. Canadian Geotechnical Journal, 2004, 41(4):569–582. [Google Scholar]
  8. Yu Shuyang, ZHANG Jixun, REN Xuhua, et al. Influence of Different Rainfall Patterns on Seepage and Stability of Shallow and Deep Landslides[J]. Water Resources and Power, 2018,36(3):123–127. [Google Scholar]
  9. Fredlund D G, Xing A. Equations for the soil-water characteristic curve[J]. Canadian Geotechnical Journal, 1994, 31(4):521–532. [CrossRef] [Google Scholar]
  10. Geo-Slope International Ltd. Seepage Modeling with SEEP/W 2007[M]. Calgary, Alberta, Canada: Geo-Slope International Ltd., 2010. [Google Scholar]
  11. Fredlund D G, Morgenstern N R, Widger R A. The shear strength of unsaturated soils[J]. Canadian Geotechnical Journal, 1978, 15(3):313–321. [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.