Megotsohe Chasie et al., 2016. Preparation of GIS-based landslide susceptibility Maps for mountainous region. Unpub. GSI report of FS 2014-2016.
NH-29
Heavy retaining structure may be avoided to prevent overloading of weak slope. Existing concrete retaining walls has been damaged and a segmented portion of the wall has moved downslope by 6-7 m from its original position. Light weight retaining structur
Site specific studies may be required to ascertain the exact nature of failure for formulation of appropriate remedial measures. However, generic remedial measures may include suitable diversion of sewage drains away from the slide zone, channelling of t