Increase pore water pressure in SFM during rainfall and weathered material slided
Ramesh Guguloth, Neethu Alpho Joseph, 2022, Remote Sensing based Macro-scale (1:50,000) landslide susceptibility mapping in Toposheets 83M/4, 8,12,15,16; 83N/01, 2, 5, 6, 9,13; 92A/03, 4, 6, 7, 11,14,15,16; 92E/02, 3 & 4 covering  parts of Tirap, Changan
NIL
1.3 km E of Longding
Longding-Khonsa road
1. Construction of toe support retaining wall with sufficient weep holes along the affected road zone. 2. Construction of hill side drains along the road with proper gradient.  3. Plantation of fast-growing plants with deep and fibrous root system to anc
1. Extensive slope cut. 2. Geological structure (because of fault, slope forming material is crushed and it is unstable along the natural nala. Fault plane trends in N20?W direction)