The slope forming material exposed on cut slope face is predominantly composed of loose overburden material. Furthermore, the hillslope is moderately dissected by drainages and the left flank of the slide is also affected by flowing spring.  The overburd
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
The slide is enlarging in distribution wise and may also get reactivated in times of incessant rainfall.
NH 13 Slide 18
NH 13/ SE of Dirang Village
1. Systematic diversion of surface water runoff away from the depleted slope. 2. Construction of concrete lined hillside drains. 3. Length of the existing retaining wall may be extended up to the width of the failed slope. 4. Slope benching/ terracing ma
1. SFM is predominantly composed of loose unconsolidated fragments of rock intermixed with soil and underlain by highly fractured and moderately weathered amphibolite rock. 2. Hillslope dissected by drainages and  flowing spring on the left flank of the