Abstract
In recent years there have been numerous rock falls from the sandstone capped Illawarra Escarpment near Wollongong, Australia. As part of the ongoing Landslide Research project at the University of Wollongong, several of these events have been mapped in detail, including the volume and location of 348 individual boulders. These three rockfall sites have formed the basis of an escarpment rockfall modeling and susceptibility zoning project outlined in this paper. Using these detailed, site specific, evidence based mapping and high resolution GIS data, 2D Rocfall (Rocscience Inc.) computer models have been developed to simulate the real sites. This work has resulted in the development of a database of relevant geotechnical parameters for rockfall modeling along the escarpment. With this parameter dataset in hand, 3D rockfall modeling using the University of Alberta Rockfall Analyst extension for ArcGIS has been employed to aid in the development of rockfall Susceptibility zoning areas across the three subject field sites. Spatial density (Susceptibility) of the modeled rockfall trajectories provides a useful zoning outcome which compares favorably with the mapped rockfall boulders. This work has been completed which now forms the foundation for the rockfall modeling of the entire escarpment length over the next 12 months.
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References
Chau KT, Wong RHC, Wu JJ (2002) Coefficient of restitution and rotational motions of rockfall impacts. Int J Rock Mech Min Sci 39:69–77
Dorren L (2003) A review of rockfall mechanics and modelling approaches. SAGE publications, The Netherlands
Flentje P (2012) Evolution of the Illawarra escarpment terrain. Aust Geomech 47(1):1–16
Hungr O, Evans SG (1993) The failure behavior of large rockslides in mountainous regions. Geological Survey of Canada, Open File 2598
Lan H (2007) Manual for Rockfall Analyst,3D Rockfall Modeling Extension to ArcGIS 9.x. Centre for risk assessment for geohazard studies, 2nd edn. University of Alberta
Moon AT, Wilson RA, Flentje PN (2005) Developing and using landslide size frequency models. Joint technical committee on landslides and engineered slopes, JTC-1, in association with Vancouver Geotechnical Society. In: Proceedings of the international conference on landslide risk management/18th annual Vancouver geotechnical society symposium, Vancouver. 31 May–4 June, pp 681–690
Peng B (2000) Rockfall trajectory analysis – parameter determination and application. University of Canterbury, Canterbury
Stevens WD (1998) RocFall: a tool for probabilistic analysis, design of remedial measures, and prediction of rockfalls. University of Toronto, Toronto
Thompson J (2013) Mapping and analysis of rockfalls and their contributing factors along the Illawarra escarpment. Honours thesis. Faculty of Engineering and Information Sciences, University of Wollongong, unpublished
Tianchi L (1983) A mathematical model for predicting the extent of a major rockfall. Gebruder, Borntraeger, Berlin
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© 2015 Springer International Publishing Switzerland
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Flentje, P., Palamakumbure, D., Thompson, J. (2015). Assessing Rockfall Along the Illawarra Escarpment. In: Lollino, G., et al. Engineering Geology for Society and Territory - Volume 2. Springer, Cham. https://doi.org/10.1007/978-3-319-09057-3_361
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DOI: https://doi.org/10.1007/978-3-319-09057-3_361
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