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• TableofContents AdrianBrown <br />6.3.1 Hoek and Bray Method .................................12 <br />6.3.2 Sliding Wedge Method .................................13 <br />6.4 Results .....................................................................13 <br />6.4.1 Northeast ......................................................14 <br />6.4.2 Southeast .....................................................15 <br />6.4.3 West .............................................................15 <br />6.4.4 North .............................................................16 <br />7. BENCH DESIGN AND CONSTRUCTION ..........................18 <br />7.1 Single Benching .......................................................18 <br />7.2 Vertical Bench Faces ...............................................18 <br />7.3 Bench Design Details ...............................................18 <br />• 7.4 Wall Excavation ........................................................19 <br />8. REFERENCES ...................................................................21 <br />ListofTables <br />Table 1. Point Load Test Results ....................................................5 <br />Table 3. Uniaxial Compressive Strength Test Results .....................5 <br />Table 4. Hoek-Brown m; Test Results .............................................5 <br />Table 5. Approximate Classification of Rock ...................................6 <br />Table 7. Mohr-Coulomb Shear Strength Test Results .....................? <br />Table 9. Rock Mass Rating System (Bieniawski, 1989) ................11 <br />Table 10 -Simple Wedge Sliding Evaluation -WHEX ..................13 <br />Table 12. Summary of Slope Design Results ................................14 <br />Table 14 -Bench Designs for WHEX Walls ..................................19 <br />ListofPlates <br />Plate 1 -Borehole Location And Joint Orientations <br />Plate 2 -Slope And Bench Designs <br />• Plate 3 -Details Of Single Bench Designs For WHEX Slopes <br />Plate 4 -Schematic Wall Blast Pattern - 60° Slope <br />Report 1385L.200309017 ii <br />