Megotsohe Chasie et al., 2016. Preparation of GIS-based landslide susceptibility Maps for mountainous region. Unpub. GSI report of FS 2014-2016.
Pfiitsero-Tadubi road
The slide is basically a cut-slope failure initiated due to improper slope excavation.
Construction of 2-3 level, each 1.5m high gabion retaining wall along the foot of the excavated slope (approx. 115m length), benching of the upslopes at regular interval, provision of a lined hillside drain to the road bench