Vellaram kunnu 1
NH-212
Retaining wall /masonry wall should be provided to cover main scarp and side flanks to control the reactivation. Entire stretch has to be protected with retaining wall with weep holes with back filling and easing the slope with benches. Toe support shoul
The slide happened due to unscientific cutting of slope and rainfall. Due to heavy downpour the pore pressure increased.