Steep hill slope comprises highly weathered basalt underlain by relatively sound bed rock with steeply dipping interface/contact between them. During the heavy rainfall increases the pore pressure which resulted in loss of cohesion and failure of overbur
Rahman, M. A. and Kaur, J., (2020) Macroscale (1:50,000) Landslide Susceptibility Mapping (LSM) in parts of Toposheet nos. 47F/08 and 47F/12in parts of Raigad, Pune,Satara and Ratnagiri districts, Maharashtra.
Possibility of further failure from the remaining debris mass from the upper part of the crown.
Kondhari Slide
1 km north of MSH-70, Kondhari
Slope re-profiling through benching. Removal of loose soil mass from the crown surface as well as flanks. 
Debris material from the adjacent drainage must be cleared. 
Training of local depression for channelization of water flow during rains.
Presence of thick overburden on relatively sound bed rock with moderate to steep interface in between them. Reduction of soil strength on super- saturation due to overcharging of rainwater through CRT.