Ibnu Rusydy1,3,*, Nafisah Al-Huda1,2, M. Fahmi4, Naufal Effendi4
Structural Durability & Health Monitoring, Vol.13, No.4, pp. 379-398, 2019, DOI:10.32604/sdhm.2019.08192
Abstract Rock slope kinematic analysis and rock mass classifications has been
conducted at the 17th km to 26th km of USAID (United States Agency for International
Development) highway in Indonesia. This research aimed to examine the
type of rock slope failures and the quality of rock mass as well. The scan-line
method was performed in six slopes by using a geological compass to determine
rock mass structure on the rock slope, and the condition of joints such as persistence,
aperture, roughness, infilling material, weathering and groundwater conditions.
Slope kinematic analysis was performed employing a stereographic
projection. The… More >
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