Kumar S &  Singh G 2018: Macro-scale (1:50,000) Landslide Susceptibility Mapping in parts of Toposheets 78O/4, O/8, O/11, O/12 & O/16, parts of East Khasi Hills, South West Khasi Hills & South Garo Hills districts, Meghalaya.UnPub. GSI report for FS 2017
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Along Sohra Mawlong road
retaining wall with sufficient weep holes should construted over bed rock, chanalise the surface runoff to stop the water flow over the slide material and construction of chute drain.
steep slope, weak slope forming material get oversaturated by flowing 1st order nala.road cutting material is dumped over the downslope side of the road