Interim Report on Preliminary Slope Stability assessment of the recent disaster affected areas of Uttarkashi district, Uttarakhand by D.P.Dangwal, Sr.Geol., Neetu Chauhan, Mayukhee & T. Ghosh, Geologists, M-IV, NR, Dehradun, (LHZ/NR/UPUK/2013/053)
Few housed located  downstream of the slide are at risk.
UK_UTT_NH108_L13
NH-108, Aungi  slide
Toe protection at road level by constructing breast wall with adequate number of weep holes and lined toe drain. Bank protection by constructing RCC wall with spurs.  Geojute, afforestation
Reduction in shear strength, Steep slope angle, wedge failure, oversaturation of Debris/overburden material