Abstract:
Instabilities and failures in rock slopes occur due to numerous factors such as unfavorable slope geometries, geological discontinuities, weak or weathered materials in the slopes, existing weather conditions and environmentally induced external factors such as heavy precipitation, seismic activities and groundwater. Bench optimization is carried out to maintain bench height and dip of the slope within an allowable factor of safety, thus avoiding rock slope failures and instabilities. Therefore, optimum determination of these geometrical features has become a most significant part of soil and rock slope stability analysis in Open Pit Mining where multiple benches of excavation are maintained.
Field work related to this research study primarily comprised of observation of structural geological features (dip and strike) and other measurements and observations ( joint spacing, separation, condition of joint) required for analysis work, including Slope Mass Rating analysis, at the selected site of Halbarawa, Sri Lanka. Furthermore, soil and rock samples were collected from the selected site to perform laboratory tests. Proctor compaction test and direct shear test were carried out for selected samples to evaluate the overburden slope stability. Simultaneously, stability of soil and highly weathered rock slope was analyzed by SLOPE W software. In order to analyze rock slopes, initially possible rock failure modes were identified using Georient software. If it indicated some tendency to fail, a detailed analysis of wedge failure was carried out using GEO5 software. Further, Toppling and Planer modes of failure were analyzed via SMR analysis.
The study focused on optimizing the bench geometry of mine slopes necessarily consisting soil, highly weathered rock and fractured rock in order to explore ways for safe and economical bench designing. This was achieved by integrating kinematic, empirical and limit equilibrium approaches for slope stability investigation and guidelines were finally developed so that the same methodology can be universally applied for assessing the soil and rock slope stability in similar situations. This procedure was developed through the case study of Halbarawa Mine.
Results indicated that the stability is more sensitive to variation in cohesion than variation in friction angle of overburden profile. As far as the bench geometry is considered, multiple benches are seen as the most reliable mining methods for steeply dipping benches. According to RQD of each location, the rocks in the particular area varied from moderately hard rocks to hard rock. The Kinematic analysis disclosed that most of joint planes intersect with each other and produce various potential failure mechanisms. The dip and the dip direction of the slope faces determine the possibility of failure and the mode of failure with respect to the discontinuity plane.
For the Halbarawa site, as per the SMR analysis, face 1, 2 and 3 can be categorized into completely unstable (V), partially stable (III) and unstable (IV) rock stability classes respectively. It was also understood that surcharge load is a more critical factor than the static water pressure when a wedge failure is considered. The most successful, economical and rapid remedial measures to enhance the stability of rock slope are reduction of bench height and reduction of bench angle.
