Stability charts for unsaturated uniform slopes
摘要
Many slopes remain stable due to the strength imparted to them by suction stress. Thus, the necessity for stability charts to aid in design considerations in scenarios involving partial saturation has become essential. Therefore, this paper proposes a set of straightforward and quick stability charts for uniform unsaturated slopes using the kinematic approach of limit analysis, upper bound theorem. The charts covered various soil strength which ensured a case of frictional and c-