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Background - Shelley |
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Site Conditions - Shelley |
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Modelling of Slope Stability |
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and Assumed Parameters - Bob |
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Stump Pulling Exercise to |
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Measure Stump Resistance - Bob |
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Instrumented Loading on Road - Bob |
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Stability Analysis - Bob |
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Conclusion/Recommendations - Shelley |
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Forest Practices Code Act (1995) |
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Section 5 of FRR: slopes >60% must be
inspected by a QRP |
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Section 8 of FRR: measures must be prepared by a
QRP to maintain slope stability if the road crosses an area of moderate or
high likelihood of landslides as determined by a TSFA. |
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Private Forest Land Regulation (2000) |
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Section 6: |
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Owner must ensure that roads, landings and
excavated trails are constructed and maintained or deactivated in a manner
that minimizes soil erosion and minimizes any increase in landslide
hazards. |
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Owner must ensure that cutslopes and fillslopes
remain stable and are not subject to significant slumping or ravelling. |
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Measured the load imparted by a grapple yarder
during operations; |
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Measured the pull-out resistance of stumps; |
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Determined the most critical failure mechanism; |
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Determined if loads are transferred to the
stump; |
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Unable to establish a method of monitoring the
stump crib structure |
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Viable construction method for temporary or
short-term roads (<3 years). |
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Construction costs are considerably less than
full bench end haul. |
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Site selection is important. |
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There are some uncertainties in the analysis -
therefore some conservation should be built into such applications. |
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South Island Timberlands |
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FERIC |
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RST Instruments |
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GeoWise Engineering Ltd. |
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