Hill slope covered with thick insitu soil (>3m) got supersaturated during heavy rainfall caused ultimate increase in pore pressure resulted in soil slump. The vertical depth of slump is almost 0.5m. The unstable and bulged material lying along the flanks
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.
Fresh scar indicates that the incidence was occurred recently. There is a possibility of further failure from the remaining unstable material during the rainy season
-
Varandh Ghat
Proper drainage arrangements for keeping the slope unsaturated. 
Modification of the slope by benching. Removal of overlying and hanging rockmass present on the crown and flanks of slide. Clearing and lining the hill side drains. Plantation of grass and
The major geological cause for the incidence is the presence of thick insitu soil along natural steep slope.