Managing Geotechnical Risk through Non-Destructive Rock ...

More documents

Recommendations

Info

Fig 11 - 2D Plot for Single Strand Cable Test No.4. Fig 12 – Collar load plotted against A, microstrain (load profile curve) and B, distance from head of cable (load correlation curve, Martin et al (2004)). 26
Fig 13 - 2D Plot for Single Strand Cable Test No.3. Fig 14 - 2D Plot for Single Strand Cable Test No.34. 27
Page 1 and 2: Second Ground Control in Mining Con
Page 3 and 4: ABSTRACT Corrosion affects the perf
Page 5 and 6: (i) Boltometer Instrument can be us
Page 7 and 8: could have been useful to them beca
Page 9 and 10: iii) Friction Bolts (Figure 5 and T
Page 11 and 12: (i.e. bolt necking, bolt volume red
Page 13 and 14: Test No 13 and 9 showed that full c
Page 15 and 16: Test 29 was a full 2.2m long bolt w
Page 17 and 18: CONCLUSIONS The non-destructive cal
Page 19 and 20: ACKNOWLEDGEMENTS The authors would
Page 21 and 22: Fig 15 - 2D Plot for Twin Strand Ca
Page 23 and 24: Fig 3 - Cable Bolt Diagram. Fig 4 -
Page 25: Fig 9 - Schematic illustrating resi
Page 29 and 30: Fig 17 - 2D Plot for Resin Bolt Tes
Page 31 and 32: Fig 21 - 2D Plot for Splitset Test
Page 33 and 34: Table 3 - Mechanical Properties for
Page 35 and 36: Bolt Test Test Date Hole Length Hol
Page 37 and 38: Test Element Test Number Bolt Type

Managing Geotechnical Risk through Non-Destructive Rock ...

Create successful ePaper yourself

Delete template?

Save as template?