Slope Mass Rating (SMR) Classification for Rock Slope Stability and Geohazard Vulnerability Assessment

Quantitative classification from the Slope Mass Rating (SMR) has introduced an empirical assessment for rock slope stability rating. This enables us to foreseethe magnitude and susceptibility of mass failure towards adjacent infrastructure human life. In this study, quarry was classified using SMR system kinematic analysis before being correlatedwith geohazard vulnerability assessment. Geological formation study with site geographical survey aerial photogrammetry technique provided comprehensive data area. Fieldwork evaluate parameters conducted by discontinuity mapping scanline method. In-situ evaluation such as rebound surface hardness characterization carried out material sampling laboratory testing. Kinematic presented estimation direction mode failure. The that constitutes geomechanics attributes had global rating structure, thus facilitating prediction potential magnitude. Hence, integration these indications provides sufficient empiricalestimation zoning studied