This landslide was due to Extensive cut slopeting and slope is made of weathered and poorly compacted shale which during incessant rainfall failed.
Yadav, S., Mohanty, A., Kandpal, J., 2020. Macro-scale (1:50,000) Landslide Susceptibility Mapping in Toposheet No. 83 D/11 and in parts of Toposheet Nos. 83 D/6, 7 & 10 in Hailakandi and Karimganj districts of Assam, Kolasib and Mamit districts of Mizor
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Maneshwarpur landslide
Maneshwarpur
Slope angle may be reduced and small height plantation may be applied.
Slope forming material comprising weathered shale, Extensive cut slopeting, followed by incessant rainfall led to failure.