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Residual Strength Parameter Method for Slope stability on a Toll Road with Expansive Clay
JGEET: Journal of Geoscience, Engineering, Environment and Technology
The decreasing stability phenomenon needs to be considered during the design of cut slopes on problematic soil. Excavation slope of toll road construction tends to fail when it lies above clay-shale strata. Certain common correlations and ordinary analytical methods are not recommended for safety calculation. This study is intended to find out the characteristic of clay-shale and proper slope inclination design on Semarang Batang Toll Road. The behaviour of a clay-shale area on the cut slope ofdoi:10.25299/jgeet.2022.7.2.9251 fatcat:np2ghd4g7bhl7boc4ksttp5qfy