Debris slide documented along the Pakke- Tara road section caused due to the presence of loose unconsolidated debris on the upslope and aggravated by toe removal due to road construction
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
Nil
Pakke-Tara road section slide-3
Pakke-Bameng road section
Construction of lined hill side drainage to prevent toe erosion. Construction of retaining wall of appropriate height and removal of debris/loose failed material etc.
Loose boulders of highly weathered gneiss and unconsolidated debris and covered with thick insitu soil (about 2 mts) and aggravated by toe excavation of slope. Incessant rainfall caused the weak slope forming material unstable, leading to failure