Rainfall-induced slope failures commonly occur in the unsaturated zone above groundwater table in many steep residual soil slopes. During a rainy season, desiccated soils with higher permeabilities will increase rain infiltration into slopes causing an increase in pore-water pressures in the zone above the groundwater table. In addition, thegroundwater table may rise to result in a further increase in pore-water pressures. As a result, the shear strength of the soil will decrease and factor of safety of the slope can decrease to below a critical value, triggering slope failure. Therefore, it is important to be able to protect unsaturated soil zone within a slope by controlling the groundwater level and the flux boundary conditions across slope surface as a slope stabilization method. In this paper, the mechanisms for maintaining unsaturated zone in a slope using several slope stabilization methods are described using field examples involving site investigation, numerical analyses and instrumentation. The effectiveness of each slope stabilization method is assessed using principles of unsaturated soil mechanics.
|Number of pages||11|
|Publication status||Published - Mar 2012|
ASJC Scopus subject areas
- Civil and Structural Engineering
- Geotechnical Engineering and Engineering Geology