The affected slope is characterized by three sets of joint that are more prominent and persistent on the lower portion of cut slope face, whereas the upper portion of the slope is highly fractured. The slope material composed of moderately weathered, hig
Kikon, A., and Jamir, I., 2021: Remote sensing based macro-scale (1:50,000) landslide susceptibility mapping in Toposheets 78M/9, M/10, M/11, M/13, M/14, M/15, 83A/2, A/3, A/4, A/7, A/8, A/11, A/12, 83B/1, B/5 & B/9 covering  parts of Tawang, West Kameng
Proper implementation of remedial measures is recommended.
NH 13 Slide 21
NH 13/ W of Milumkang
1. Systematic slope dressing and rock bolting with grid anchored wire mesh system on the relatively widely spaced jointed rock mass may be considered. 2. The upslope portion composed of moderately weathered and highly fractured rock mass may be stabilize
1. Adverse condition of rock mass: moderately weathered, highly jointed and fractured rock mass. 2. Intersection of multiple weak planes: downslope portion of the hillslope is predominantly composed of muscovite schist intersected by three prominent sets