Kuyilimala behind the excise office
Painavu- Thodupuzha road
There is a thick overburden resting over the natural bench, part of which is failed and the rest of the material is there which may fail during the next rainfall hence the material should be stabilised. Natural seepage and the surface runoff should be ch
Main cause is slope modification for road construction, natural seepage also contributed the failure causing excess pore water pressure and reduction in strength. Over burden thickness is about 2-3m.