Macro-scale (1:50,000) Landslide Susceptibility Mapping in parts of Toposheets nos. 47H/16, 48E/09, 48E/10, 48E/13 & 48E/14, Sindhudurg & Kolhapur Districts, Maharashtra.
Major discontinuities responsible for failres are J1 - 47┬░ towards 135┬░, J2 - 65┬░ towards 360┬░, J3 - 70┬░ towards 28┬░, J4 - 75┬░ towatds 220┬░
Gharpi-Asniye
Gharpi-Asniye Road
Removal of the overhanging, loose block of rocks . Dressing of the distressed slope.Construction of toe support retaining structure with sufficient weep holes.
Rock bolting, if required.
Inter relationship between the discontinuities present within the rock  favoures for wedge failures as the failure surface daylighted  due to  unplanned slope cut  in the form of  excessive excavation of slope material  during road bench construction wit