Notes
Outline
Slide 1
Outline
Background - Shelley
Site Conditions - Shelley
Modelling of Slope Stability
and Assumed Parameters - Bob
Stump Pulling Exercise to
Measure Stump Resistance - Bob
Instrumented Loading on Road - Bob
Stability Analysis - Bob
Conclusion/Recommendations - Shelley
Regulatory Requirements in BC
Forest Practices Code Act (1995)
Section 5 of FRR: slopes >60% must be inspected by a QRP
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.
Regulatory Requirements in BC
Private Forest Land Regulation (2000)
Section 6:
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.
Owner must ensure that cutslopes and fillslopes remain stable and are not subject to significant slumping or ravelling.
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Road Built 1999
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Soil Parameters
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Static and Dynamic Loads
Stump Displacement during Yarding
Results of Stability Analysis
Conclusions
Measured the load imparted by a grapple yarder during operations;
Measured the pull-out resistance of stumps;
Determined the most critical failure mechanism;
Determined if loads are transferred to the stump;
Unable to establish a method of monitoring the stump crib structure
Recommendations
Viable construction method for temporary or short-term roads (<3 years).
Construction costs are considerably less than full bench end haul.
Site selection is important.
There are some uncertainties in the analysis - therefore some conservation should be built into such applications.
Acknowledgements
South Island Timberlands
FERIC
RST Instruments
GeoWise Engineering Ltd.
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