A Case Study of the Krishna Bhir Slope Failure Disaster: Past and Present Scenario at a Glance

Authors

  • Sumit Maskey National Society of Earthquake Technology - Nepal (NSET)

DOI:

https://doi.org/10.37628/jgget.v2i1.78

Abstract

The massive landslide disaster of Krishna bhir has been infamous for its dreadful consequences. This huge landslide in the region led to serious socio-economic and environmental disorders in the vicinity of the region, whose negative impacts were reflected soon in the capital city. In addition to the feeble geology, the blasting and drilling activities, rampant deforestation, heavy monsoon rain and the poor drainage are the engenders for weakening the natural slope resulting the perpetual slope failure of Krishna bhir. The concept of bio-engineering cum civil engineering was implemented by the Department of Road – Nepal to strengthen the hill slope and manage the mass movement. This has been a very effective solution since, it has managed to sustain the slope from more than past decade. However, Krishna bhir has managed to revert to its volatile state once again. Hence, this study investigates about the past and the present condition of the slope with the future recommendations to prevent the impending landslide.

Author Biography

Sumit Maskey, National Society of Earthquake Technology - Nepal (NSET)

A geo-technical engineer graduated from Kyoto University, Japan. Currently working for NSET, Nepal in the department of Earthquake Engineering Research and Training Division

References

An interview by the author with Er. N. M. Shakya – Department of Road, Nepal, 17th March, 2014 (present study).

Shakya N.M. Integrated Use of Bio-engineering and Civil Engineering Techniques in Stabilizing the Slope

Stability Problems in Krishnabhir: a case study from Nepal, Unpublished manuscript.

Howell J. Reference manual and site handbook on roadside bio-engineering, United Kingdom Road Maintenance Project. Vol. 2, 1999, ISBN 1 86192 170 5.

Published

2016-04-21

Issue

Section

Articles