Laserfiche WebLink
<br />• TabfeofContents AdrianBrown <br />5.4.1 Joint Sets .......................................................28 <br />5.4.2 Fracture Intensity ...........................................28 <br />5.4.3 Structural Stability ........................................28 <br />6. SLOPE PERFORMANCE ........................................... 33 <br />6.1 Bench performance .....................................................33 <br />6.2 Slope movement .........................................................33 <br />6.2.1 Toppling feature on East wall of <br />the South Mine .......................................................33 <br />6.2.2 General slope movement <br />monitoring ..............................................................34 <br />7. SLOPE DESIGN ....................................................... 38 <br />• 7.1 Overall slope parameters ...........................................38 <br />7.1.1 CS/R C/assification .........................................38 <br />7.1.2 Norwegian Geotechnical <br />Institute Classification ............................................40 <br />7.1.3 Hoek and Bray Rockmass <br />Parameters ..............................................................41 <br />7.1.4 Kink band failure parameters .......................46 <br />7.1.5 Summary of parameters ...............................49 <br />7.2 Analysis of the East Wall ............................................50 <br />7.2.1 Hoek and Bray Method .................................50 <br />7.2.2 Kink Band Analysis ........................................ 52 <br />7.2.3 Summary of overall slope <br />design ...................................................................... 53 <br />7.3 Bench Design ...............................................................54 <br />7.3.1 Triple Bench ...................................................54 <br />• 7.3.2 Quadruple Bench Design ..............................54 <br />t 385D.980612 ~~ <br />