Chasie M., and  Theophilus P. K., 2017 . Macro-Scale (1:50,000) Landslide Susceptibility Mapping in parts of Toposheets nos. 78O/13 and 83C/1,Ri-Bhoi and West Khasi hills districts,Meghalaya and Karbi Anglong district, Assam
Large scale reactivation/retrogression to the crown not anticipated. However, complete damage to the existing breast wall is imminent if left unattended. Therefore, reconstruction of the precariously standing breastwall at the earliest is recommended.
34.300 chainage slide
NH6
Existing 2530 m length, 2 m high boulder masonry wall noticed developing bulged, cracked and stands on the verge of collapse, this is solely accounted due to the water percolation and lack of proper draining outlets. Consequently pore and hydrostatic pre
Anthropogenic interference: Extensive slope cut steepening natural slope and left unattended slope beyond angle of repose, thick soil profile along a precariously standing steep slope. Water percolation noticed from joint plane at foot of the slope, whic