Failure caused by highly weathered and jointed gneiss facilitating water percolation through the fractures and joints leading to increased pore water pressure.
Mohanty, A., and Joshi, K., 2021: Remote sensing based macro scale (1:50,000) landslide susceptibility mapping in toposheets 82D/12, D/15, D/16, 82H/3, H/4, H/6, H/7, H/10, 83A/1, A/5, A/6, A/9, A/10, A/13, A/14 and 83E/1 covering parts of Tawang, West K
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Pakke-Bameng road section slide-8
Pakke-Bameng Road
Removal and clearing of debris, construction of lined hill side drainage to prevent further degradation of the slope.   In the up slope at two or three level create or gabion wall can be given to arrest the debris or waste at this level only. At road lev
Highly weathered and jointed gneiss facilitating water percolation through the fractures and joints leading to increased pore water pressure. Concave slope morphometry rocks coupled with steep slopes facilitating water accumulation or percolation further