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
The breast wall is seen provided with weep holes. however, proper bacfilling of the breast wall may be carried out to ensure the efficacy of the weep holes.
Old weight bridge slide
NH6
A 2.5 m high , 20 m length concrete breast wall to the slope is seen constructed bt the road maintaining authorities. A lined hillside drain to the road is also in place. The existing remedial measures appears to be sufficient. The water seepage may be d
During the road widening processes, the toe of the slope was excavated and removed, exposing the slope at steeper angle. The water seepage point saturating and lubricating the oveRIBurden exposed slope along an unfavourable steeply excavated slope is exp