The Jangla slide-1 of Uttarkashi was triggered due to heavy rainfall. Increased discharge and velocity in seasonal nala due to continuous heavy rains brought along with it huge boulders, debris material and damaged 50m stretch of NH. Constructing well de
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)
UK_UTT_NH108_L31
NH-108, Jangla slide-1
Construction of breast wall with adequate number of weep holes, lined toe drain, Construction retaining wall with weep holes, dredging of the debris material along the nala .
Reduction in shear strength