Unsaturated seepage and stability of double-layer slope under rainfall infiltration
Taking a homogeneous double-layer soil slope as an example, the SEEP/W module and SLOPE/W module in the finite element analysis software GeoStudio were used in this paper. Then, the changes of pore water pressure and stability under different rainfall patterns and soil parameters were studied. Final...
Main Authors: | Zhang Yuan, Lu Haifeng |
---|---|
Format: | Article |
Language: | English |
Published: |
EDP Sciences
2021-01-01
|
Series: | E3S Web of Conferences |
Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/24/e3sconf_caes2021_03024.pdf |
Similar Items
-
Seepage Analysis on the Surface Layer of Multistage Filled Slope with Rainfall Infiltration
by: Bingxiang Yuan, et al.
Published: (2020-01-01) -
Seepage and Stability Analyses of Unsaturated Natural Slope subjected to Rainfall and Earthquake
by: Shih-Rung Juang, et al.
Published: (2014) -
Stability analysis of unsaturated slopes subjected to rainfall infiltration
by: El-Fadil, Moha, et al.
Published: (2008) -
Analysis of rainfall infiltration in unsaturated soil slopes
by: Ming-Chieh Lu, et al.
Published: (2004) -
Saturated and unsaturated stability analysis of slope subjected to rainfall infiltration
by: Gofar Nurly, et al.
Published: (2017-01-01)