Failure along the Pakke-Bameng road caused due to presence of loose unconsolidated soil on the upslope and oversaturated by the rainwater causing gullies and eroding the material downwards.
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
Multiple nalas flowing along the slope face like gully erosion, slope towards north. Quarrying activity along pockets
Pakke-Bameng road section slide-5
Pakke-Bameng Road
Removal of debris and construction of lined hill side drainage to prevent toe erosion needs to be done. Road is too narrow for construction of any support wall, if possibility is there retaining wall can be erected with sufficient weep holes.
Presence of loose unconsolidated soil on the upslope and oversaturated by the rainwater causing gullies and eroding the material downwards.