Chennayakavala 4
Sugandhagiri forest
Retaining wall /masonry wall with weep holes has to be provided to cover main scarp to avoid retrogression, which will affect the existing road at the crown level. Drainage has to be channelised and boulders along the nala has to be removed to avoid clog
The debris slide occurred due to unscientific slope cut without toe support for construction and heavy rainfall lead to increase of pore water pressure and reduction of slope stability which resulted in slope failure. At main scarp no rock exposure is vi