Research Supervision
| Number of current supervisions |
6 |
| Total current UoN Masters EFTSL |
0.95 |
| Total current UoN PhD EFTSL |
1.62 |
For supervisions undertaken at an institution other that the University of Newcastle, details are shown in italics, and the institution name is listed below the program name.
Current Supervision
| Commenced |
Proposed
Completion |
Program |
Supervisor Type |
Research Title |
| 2013 |
2015 |
PhD (Environmental Eng) |
Co-Supervisor |
TBC |
| 2013 |
2015 |
PhD (Civil Surv & Environ Eng) |
Principal Supervisor |
Reliable Shear Strength Estimation for Very High Spoil Dumps |
| 2012 |
2014 |
M Philosophy (Civil Eng) |
Principal Supervisor |
Reliable Geotechnical Stability Assessment for Waste Dumps Containing Inclusions of Mixed CHPP Fine and Coarse rejects |
| 2012 |
2014 |
M Philosophy (Enviro Eng) |
Co-Supervisor |
Coal Seam Gas (CSG) Production Challenges Related to Wastewater |
| 2011 |
2014 |
PhD (Civil Surv & Environ Eng) |
Principal Supervisor |
The Relationship Between Salinity and Road Pavements |
| 2011 |
2013 |
PhD (Civil Surv & Environ Eng) |
Co-Supervisor |
Experimental and Numerical investigations on Barriers for Rockfall Hazard Mitigation |
Past Supervision
| Year |
Program |
Supervisor Type |
Research Title |
| 2010 |
PhD (Civil Surv & Environ Eng) |
Principal Supervisor |
Engineering Geology of the Richmond River Estuary |
| 2009 |
PhD (Civil Surv & Environ Eng) |
Principal Supervisor |
Theoretical Effects of Consolidation on Solute Transport in Soil Barriers |
| 2008 |
M Philosophy (Civil Eng) |
Principal Supervisor |
Characterisation of Expanded Polymer Resin and Expansive Soil Composites |
| 2008 |
PhD (Civil Surv & Environ Eng) |
Principal Supervisor |
Electrical and Mechanical Behaviour of Clay Soils |
| 2006 |
M Eng (Civil Surv & Env) [R] |
Principal Supervisor |
Radiation-induced mineral fabric damage and its role in increasing weathering susceptibility in chlorite schists at Ranger, NT |
| 2006 |
PhD (Civil Surv & Environ Eng) |
Principal Supervisor |
Investigation of Lateral Stresses and the Consolidation Behaviour in Unsaturated Clay in an Oedometer with Osmotically Controlled Suction |
