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. During heavy rain the overburden material and jointed/weathered ro
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
It can be suggested that in the hilly terrain whenever any hill slope excavation is to be planned it must be done in planned way with proving timely and adequately stability measures simultaneously with the execution of the work. The excavated slope shou
Pakke-Tara road section slide-2
Pakke-Bameng road section
Removal of the debris and immediately construct the breast wall to give toe support to the SFM. Provision of lined toe drain all the road to pass the surface runoff without disturbing the toe of the constructed wall
Presence of loose unconsolidated soil on the upslope and aggravated by toe removal due to road construction .During road construction the slope was cut almost vertical without giving any protective measures. During heavy rain the overburden material and