The shallow planar debris slide occurred due to weak slope forming material predominantly composed of intercalation of carbonaceous shale and shale of Disang Group. During heavy rainfall, the SFM developed pore water pressure due to oversaturation and th
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 km N of Yankang
Khonsa-Changlang road, NH-215
1. Removal of slided debris material 2. Repairing of damaged concrete retaining wall with sufficient weep holes. 3. Construction of lined hill side road drainage with proper gradient.
Weak slope forming material predominantly composed of intercalation of carbonaceous shale and shale of Disang Group. During heavy rainfall, the SFM developed pore water pressure due to oversaturation and thereby reduces its shearing strength.