During heavy rainfall, due to increase in pore water pressure and decrease in shear strength of the thick overburden material, the slope got failed along unscientific slope modification.  As remedial measures, it is suggested for the removal of unstable
Mysorepeta_2
Kumaranalur
Removal of unstable material from the source as well as flow path. Construction of concrete retaining wall with weep holes is recommended.
During 16th August 2018 heavy rainfall, due to increase in pore water pressure and decrease in shear strength of the thick overburden material, the slope got failed along unscientific slope modification.