This is an old landslide which appears to be slightly stabilized, however minor slope failure is still observed due to lack of retaining wall and poor maintenance of hill side drain. Therefore it is stronglysuggested to construct an RCC retaining wall wi
Tep, Y. and Baitha, A., 2020. Macro-scale (1:50,000) landslide susceptibility mapping in parts of Toposheets nos. 78N/8, 78O/1 and 78O/5, Kamrup and Goalpara districts of Assam, West Khasi Hills, Ri-Bhoi and East Garo Hills districts of MGhalaya. Unpubli
Though the landslide is of small dimension, past slope failure appeared to have disturbed road communication for which some protective measures were taken, however no retaining wall was constructed. Therefore it is stronglysuggested to construct an RCC r
Chitrapul slide
Hahim-Riangdo road
Construction of RCC retaining wall with sufficient weep holes, construction & maintenance of proper hillside drains along the road.
Over-saturation of slope forming material comprising thick in-situ soil leading to lose of cohesion and failure.