作者: Barsa Acharya , Kripamoy Sarkar , Ashok Kumar Singh , Sowmiya Chawla
DOI: 10.1007/S11629-019-5524-6
关键词: Rock engineering 、 Kinematics 、 Landslide 、 Rock mass classification 、 Wedge (geometry) 、 Classification of discontinuities 、 Geotechnical engineering 、 Geology 、 Slope stability analysis
摘要: Identification of failure susceptible slopes through different rock engineering approach is highly valuable in landslide risk management along crucial highway corridors the high mountainous region. In this study, a critical (NH-5) segment higher Himalaya has been investigated using various mass characterization schemes based on detailed field observations. Since corridor to discontinuities-driven failures, consisting jointed masses; Mean and Combined kinematic feasibility analysis performed for 20 slopes. Observed slope classes have compared percentage discontinuities driven failures (wedge, toppling, planar) accordingly zonation done each as well overall types. Based conditions probability (%), responsive remedial measures proposed individual ensure safe uninterrupted transportation.