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Characterisation of Failure at a Large Landslide in SE Queensland by Geological Mapping, Laboratory Testing, Instrumentation and Monitoring

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Forensic Geotechnical Engineering

Part of the book series: Developments in Geotechnical Engineering ((DGE))

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Abstract

Geotechnical studies undertaken for Cuts 3 and 4 of the South West Transit Corridor (SWTC) at Redbank Plains revealed complex geology, comprising trachyte flows extruded on top of sediments and basalt flows. The road cuttings form part of the Centenary Highway Extension, Springfield to Yamanto Package. The paper describes the investigation of a large-scale landslide encompassing Cuts 3 and 4, the nature and extent of which was revealed after the original design of the earthworks were substantially complete. In order to characterise the landslip mass, the geometry of the landslip mass and rate of movement was investigated using a large number of drill holes with inclinometer installations, which were monitored together with surface movement measurements. Instrumentation also included piezometers and observation wells. Laboratory testing was undertaken on material recovered from the shear surface, and compared with shear strength parameters derived from back analyses. Results of stability analyses are briefly described, and the monitoring data is presented and discussed. A Web-based data management system for providing an early warning system for potential future movements is described.

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Acknowledgments

The authors wish to acknowledge all of the parties involved in the design and construction of the Centenary Highway Extension, Package B. The design was undertaken by Sinclair Knight Merz, with Connell Wagner acting as Superintendent during construction. Project Management was undertaken by Transport and Main Roads, SEQ Projects. DTMR Geotechnical Section provided advice and encouragement during the investigations, and invaluable expertise in the installation of inclinometers and piezometers. Leighton Contractors undertook construction of Package B and the remedial works for Cuts 3 and 4. Golder, was the geotechnical consultant for the project, and an Independent Review was undertaken by Professor Steve Hencher, University of Leeds, UK.

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Correspondence to D. C. Starr .

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© 2016 Springer India

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Starr, D.C., Woodsford, J., Marks, D.F. (2016). Characterisation of Failure at a Large Landslide in SE Queensland by Geological Mapping, Laboratory Testing, Instrumentation and Monitoring. In: Rao, V., Sivakumar Babu, G. (eds) Forensic Geotechnical Engineering. Developments in Geotechnical Engineering. Springer, New Delhi. https://doi.org/10.1007/978-81-322-2377-1_16

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  • DOI: https://doi.org/10.1007/978-81-322-2377-1_16

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  • Publisher Name: Springer, New Delhi

  • Print ISBN: 978-81-322-2376-4

  • Online ISBN: 978-81-322-2377-1

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