Title of article :
Rock Fall Hazard Assessment using GeoRock 2D along Swat Motorway, Pakistan
Author/Authors :
Adil, Muhammad Department of Mining Engineering- University of Engineering and Technology - Peshawar - Khyber Pakhtunkhwa, Pakistan , Raza, Salim Department of Mining Engineering- University of Engineering and Technology - Peshawar - Khyber Pakhtunkhwa, Pakistan , Amin, Ibrahim Department of Mining Engineering- University of Engineering and Technology - Peshawar - Khyber Pakhtunkhwa, Pakistan
Abstract :
Despite the slope stability measures, rock falls are witnessed at section KM-37 of
the Swat motorway (M-16), Khyber Pakhtunkhwa, Pakistan. The geotechnical data
analysis of the site reveals that although the chances of plane/slope failures are reduced
from 43% to 23% with the help of the existing design, still there are possibilities of
rock fall at the sight, which has also been witnessed during the field visits. The rock
fall hazards are assessed through field tests and simulation, and significant
stabilization measures are suggested. The rock fall tests are conducted, and then using
the data obtained, the rock fall simulation is carried out using GeoRock 2D®. From a
combination of the kinematic analysis and rock fall simulation, the hazard level along
the slope ranges from moderate to high. The reason for this is the increasing velocity
of the falling boulder and the impact of energy at the bottom of the slope. This is an
indication of the risk, as the most hazardous area is at the toe of the slope, where the
highway road is the main element at risk. Rock boulders of different shapes and sizes
are released from a couple of benches in order to check their impacts on the highway.
Based on the simulation, it is concluded that the spherical shaped boulders are released
from higher benches covering more horizontal distances and reaching the highway
with a higher bouncing heights at the toe of the slope than the cylindrical shaped
boulders. The maximum bounce height of 7 m has been recorded at the toe of the slope.
In order to reduce the impacts of energy and bounce heights of the boulders striking
the slope surface, certain mitigation measures are suggested like a ditch of a specific
size filled with sand or fine debris at the toe of the slope. Draping wire mesh on the
slope surface and a retaining wall or fence would be greatly helpful and economical to
reduce the rock falling hazards along the road side at section KM-37 of the Swat
motorway.
Keywords :
Rock Fall Simulation , Hazard Assessment , Highway , Slope Stability , Swat Motorway
Journal title :
Journal of Mining and Environment