Publications
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Thesis
Mirjalili R. (2009)
Performance of Deep Excavations in MRT Stations (Bangkok MRT as a Case Study)MEng Dissertation. Department of Civil Engineering, Griffith University.
Yu K.L. (2015)
Numerical and Experimental Investigations into Thermal Aspects of Geothermal Energy PilesMSc Thesis. Department of Civil Engineering, Monash University.
He W. (2007)
Theoretical and experimental study of the behaviour of vertically loaded pilesPhD Dissertation. Department of Civil Engineering, Hunan University, China.
Kristinof R.E. (2011)
Geotechnical characteristics of a deep sea turbidite depositMSc Dissertation. Imperial College, London, UK.
Jasinge D. (2010)
An investigation of the effect of carbon dioxide sequestration on the behaviour of brown coalPhD Dissertation. Department of Civil Engineering, Monash University.
Gniel J. (2009)
An investigation into ground improvement using geogrid encased stone columnsPhD Dissertation. Department of Civil Engineering, Monash University.
Lau J.Z.E. (2019)
Static and Dynamic Performance of Biochar Enhanced Cement Stabilised PeatPhD Dissertation. Department of Engineering, University of Cambridge.
Ranjbar Pouya K. (2013)
Evaluation of Site Heterogeneity Effects on the Filtration of Seismic WavesMSc Dissertation. Department of Civil Engineering, University of Guilan, Iran.
Ranjbar Pouya K. (2018)
Lime Stabilisation of an Australian Silty Clay and its Application in Construction of Excavation Retaining Walls by Cutter Soil MixingPhD Dissertation. Geotechnical and Hydrogeological Engineering Research Group (GHERG), Faculty of Science and Technology, Federation University Australia.
Lacey D. (2016)
Assessment of engineering properties and testing methods of residual soil and highly weathered rock materials in QLD, AustraliaPhD Dissertation. Department of Civil Engineering, The University of Queensland.
Seidel J.P. (1993)
The analysis and design of pile shafts in weak rock.PhD Dissertation. Department of Civil Engineering, Monash University.
Look, B.G. (1996)
The Effect of Volumetrically Active Clay Embankments on Roadway PerformancePhD Dissertation. Department of Civil Engineering, The University of Queensland
Collingwood B. (2000)
The Effects of Construction Practices on the Performance of Rock Socketed Bored Piles.PhD Dissertation. Department of Civil Engineering, Monash University.
Slatter J. (2001)
The Fundamental Behaviour of Displacement Piling AugersPhD Dissertation. Department of Civil Engineering, Monash University
Look, B.G. (1985)
A Seismic Risk Assessment of the (proposed) Moruga Embankment Dam, TrinidadMSc Thesis at Imperial College, University of London.
Technical Publications
Kemp A., Murray G. (2011)
Remediation of Bridges After the Queensland January 2011 Flood8th Austroads Bridge Conference, Sydney
Campbell N., Irvine G.E., Kemp A. (2012)
Analysis and Design of Unconventional Remedial Measures for the Flood Damaged Comet River North Rail Bridge Abutments11th ANZ Conference on Geomechanics, Brisbane, Australia
Davis J., Kemp A., Menton P., Wai-Choo Kok B. (2013)
The Consolidation Behaviour of Alluvial Soft Clay in Gladstone, QueenslandAustralian Geomechanics Journal
Aery B., Davis J., Kemp A. (2017)
Performance based testing of earthworks using MASWGeogauge and Bender Element techniques, 19th ICSMGE, Seoul, South Korea
Kristinof R.E., Suto K. (2014)
An MASW Survey to Assess Flood Damaged Road – A Case HistoryProceedings of the Symposium on the Application of Geophysics for Engineering and Environmental Problems (SAGEEP), Boston
Kristinof R.E. (2014)
State of Practice of CPT testing in 2014Proceedings of the 10th ANZ Young Geotechnical Engineering Conference (10YGPC), Noosa
Kristinof R.E., Marketos G. (2016)
Geotechnical characteristics of a high porosity deep sea clay sample retrieved from with a giant scour and its implications for local geological historyQuarterly Journal of Engineering Geology and Hydrogeology, Vol 49, pp. 154-169
Kristinof R.E. (2016)
Interpreting Geotechnical measurements and observations – does one size fit all?Proceedings of the 11th ANZ Young Geotechnical Professionals Conference (11YGPC), Queenstown, NZ
Carter A.T., Kristinof R.E., Reed R.J. (2016)
Adapting a driven pile design to meet the challenges encountered during constructionProceedings of the 11th ANZ Young Geotechnical Professionals Conference (11YGPC), Queenstown, NZ.
Cowen S., Kristinof R.E., Turner S. (2017)
Review of capacity of 45 year old piles via restrike PDA testingProceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering (19ICSMGE), Seoul, Korea
Kristinof R.E., Thorn M. (2017)
Setup of driven pile capacity with time in soft marine sediments.Australian Geomechanics, Vol 52. No. 3, pp1-9.
Chapman G.A., Seidel J.P., Wagstaff J. (1991)
The Effect of Bitumen Slip Coating on the Driveability of Precast Concrete Piles.4th Intl. Conf. on Piling and Deep Foundations Institute, Stresa, Italy, April, 1991, Vol. 1 : 193-199.
Haberfield C.M., Seidel J.P., Thornton, P. (Eds.) (1994)
Australian Geomechanics. No 25. 136 pp.Seidel J.P. (2000)
Presentation of low-strain integrity testing in the time-frequency domain.Intl. Conf. On Application of Stress-wave Theory to Piles. Sao Paulo, Brazil, Sept., 2000.
Kalinowski M., Seidel J.P. (2000)
Pile set-up in sands. 6th Intl. Conf. on Application of Stress-wave Theory to Piles.Sao Paulo, Brazil, Sept., 2000.
Lacey D., Look B. (2015)
Characteristic design modulus for rock socket pile design.12th Australia New Zealand Conference in Geomechanics, Wellington, New Zealand, p051
Seidel J.P. (1987)
Australian Timber Pile Testing Practice.Pile Driving Analyzer Users Day, Cleveland, Ohio, May 1987 :10/1-10/4.
Seidel J.P. (1987)
Performance of Dynamic Pile Tests on Barrettes.Pile Driving Analyzer Users Day Cleveland, Ohio, May 1987 : 12/1-12/8.
Seidel J.P. (1989)
Prediction versus Performance.Pile Driving Analyzer Users Day, Cleveland,Ohio, June 1989 : 5/1-5/12.
Seidel J.P. (1989)
Proposed Mechanism for Occurrence of Large Quakes.Pile Driving Analyzer Users Day, Cleveland, Ohio, June 1989 : 8/1-8/3.
Seidel J.P. (1989)
Recent Developments in Design and Practice of Piling.Workshop at The University of Queensland, July 1989 : 2.1-2.57.
Seidel J.P. (1990)
Effects of Bitumen Coating on the Dynamic Performance of Piles.Pile Driving Analyzer Users Day, Cleveland, Ohio, May 1990 : 6/1-6/4.
Seidel J.P., Wagstaff J. (1990)
Dynamic Practices and Testing of Precast Bridge Piling.Concrete Institute of Australia (NSW) Seminar on Small and Medium Span Bridges, May 1990, pp 2/1-2/10.
Rausche F., Seidel J.P. (1984)
Design and Performance of Dynamic Tests of Large Diameter Drilled Shafts.2nd Intl. Conf. on the Application of Stress-Wave Theory on Piles, Stockholm, May 1984 : 9-16.
Rausche F., Seidel J.P. (1984)
Correlation of Static and Dynamic Pile Tests on Large Diameter Drilled Shafts.2nd Intl. Conf. on the Application of Stress-Wave Theory on Piles, Stockholm, May 1984 : 313-318.
Seidel J.P. (1984)
Hume Freeway (Baddaginnie to Bowser) – Broken River and Holland Creek Bridges – Test Piling.Technical Report No. 73, Road Construction Authority, May 1984. pp1-12.
Plesiotis S., Seidel J.P. (1985)
Two Case Histories of Dynamic Testing of Piles.ARRB Seminar on Practices and Developments in Bridge Design, Brisbane, September 1985, pp 239-260.
Haustorfer I.J., Plesiotis S., Seidel J.P. (1988)
Comparison of Dynamic and Static Testing for Piles founded into Limestone.3rd Intl. Conf. on the Application of Stress-Wave Theory to Piles, Ottawa, May 1988 : 717-723.
Klingberg D.J., Seidel J.P., Steele R.B. (1990)
Test Piling Program for Bridges on the Sunshine Motorway in Queensland15th ARRB Conference, Darwin, August, 1990 Part 3 : 139-153.
Look, B.G., Reeves I.N., Wijeyakulasuriya V.C. (1992)
A method of risk assessment for roadway embankments utilising expansive materials6th Australia – New Zealand Conference on Geomechanics, New Zealand, February, pp 96-105.
Look, B.G., Reeves I.N. (1992)
Development of design details for expansive clay embankments based on time domain reflectometry instrumentation7th Road Engineering Association of Asia and Australia, Singapore, June, Vol 2, pp 643-650.
Look, B.G., Reeves I.N. (1992)
The application of time domain reflectivity in geotechnical instrumentationAmerican Society for Testing and Methods, ASTM Geotechnical Testing Journal, Vol 2, pp 277-283.
Anderson G.D., Morrison N.J., Seidel J.P. (1992)
The Effect of Pile Relaxation on Toe Capacity and Stiffness.4th Intl. Conf. on the Application of Stress-Wave Theory to Piles, The Hague, September 1992 : 619-626.
Erickson D.J., Jeansonne D.J., Seidel J.P. (1992)
Application of matchstick geometry to stress dependent permeability in coals.SPE Rocky mountain regional meeting, Casper, Wyoming, 1992 :433-444.
Klingberg D.J., Seidel J.P. (1992)
The Instantaneous Liquefaction of Silty Soils during Installation of Displacement Piles.4th Intl. Conf. on the Application of Stress-Wave Theory to Piles, The Hague, September 1992 :153-158.
Haberfield C.M., Seidel J.P., Thornton, P. (Eds.) (1993)
Australian Geomechanics. No. 23. 112 pp.Haberfield C.M., Johnston I.W., Seidel J.P. (1993)
Cyclic Constant Normal Stiffness Direct Shear Testing of Soft Rock.Intl. Symp. on Hard Soils – Soft Rocks, Athens, September 1993, pp 977-984.
Haberfield C.M., Seidel J.P., Thornton, P. (Eds.) (1993)
Australian Geomechanics. (1993). No. 24. 167 pp.Look, B.G., Williams D.J. (1994)
An evaluation of empirical correlations for the compression and swell indices for Queensland soil conditionsAustralian Geomechanics Journal, No. 25, April, pp 96-101.
Look, B.G., Reeves I.N., Williams D.J. (1994)
Development of a specification for expansive clay road embankments17th Australian Road Research Board Conference, August, Part 2, pp 249-264.
Look, B.G., Reeves I.N., Williams D.J. (1994)
Application of time domain reflectometry in the design and construction of road embankmentsTDR Symposium Northwestern University, pp 410 421.
Look, B.G., Reeves I.N., Williams D.J. (1994)
Field experiences using time domain Reflectometry for monitoring moisture changes in road embankments and pavementsTDR Symposium, Northwestern University, pp 374-385.
Haberfield C.M., Johnston I.W., Seidel J.P. (1994)
Cyclic Shear Testing for Piles in Cemented Calcareous Sands.4th Intl. Offshore and Polar Engineering Conf., Osaka, April 1994.
Baycan S., Haberfield C.M., Seidel J.P. (1994)
Improving the Capacity of Piles in Rock Through the Use of Expansive Cement Additives.5th Intl. Conf. and Exhibition on Piling and Deep Foundations, Belgium, June 1994 pp 1.2.1-1.2.7.
Haberfield C.M., Seidel J.P. (1994)
Prediction of the Variation of Bored Pile Resistance with Soil and Rock Strength.Australian Geomechanics Journal, August 1994.
Haberfield C.M., Johnston I.W., Seidel J.P. (1994)
Constant Normal Stiffness Testing on Soft Rock-Concrete Interfaces – Performance and Prediction.Intl. Symp. on Pre-Failure Deformation Characteristics of Geomaterials – Measurement and Application, Sapporo, September 1994.
Eley M., Hadgraft R., Seidel J.P. (1994)
Student Contractor Teams Bid for Soil Engineering Jobs.6th Annual Conf. of the A’asian Assoc for Eng. Education. December, 1994.
Haberfield C.M., Johnston I.W., Seidel J.P. (1994)
Laboratory Modelling of Drilled Piers in Soft Rock.US FHWA Intl. Conf. on Design and Construction of Deep Foundations, December 1994.
Haberfield C.M., Seidel J.P. (1994)
A New Approach for the Prediction of Drilled Pier Performance in Rock.US FHWA Intl. Conf. on Design and Construction of Deep Foundations, December 1994.
Haberfield C.M., Seidel J.P., Thornton, P. (Eds.) (1994)
Australian Geomechanics. No 26. 114 pp.Look, B.G. (1995)
Time Domain Reflectometry – What is it?Australian Geomechanics Journal, No. 27.
Look, B.G. (1995)
Developments in the Construction of Expansive Clay RoadwaysTransport Technology Transfer Forum, Queensland Transport.
Haberfield C.M., Seidel J.P. (1995)
The Use of Fractal Geometry in a Joint Shear Model.Mechanics of Jointed and Faulted Rock MJFR-2. Vienna, April 1995.
Baycan S., Haberfield C.M., Seidel J.P. (1995)
A New Approach to the Prediction of Rock Anchor Capacity.Mechanics of Jointed and Faulted Rock MJFR-2. Vienna, April 1995.
Haberfield C.M., Seidel J.P. (1995)
Axial capacity of pile sockets in rocks and hard soils.Ground Engineering, Vol 28, No. 2 : 33 – 38, March 1995.
Haberfield C.M., Seidel J.P. (1995)
The Use of Fractal Geometry in Physical Models of Rock Joints.8th International Congress on Rock Mechanics. September, 1995, Tokyo.
Haberfield C.M., Seidel J.P. (1995)
Towards an Understanding of Joint Roughness.Rock Mechanics and Rock Engineering Journal, Vol 28, No. 2 : 69 – 92, May 1995.
Haberfield C.M., Seidel J.P. (1995)
The Application of Energy Principles to the Determination of the Sliding Resistance of Rock Joints.Rock Mechanics and Rock Engineering Journal, Vol. 28, No. 4., November 1995.
Look, B.G. (1996)
Performance of a Non Standard Winton Sandstone Paving Material and its Engineering Properties7th Australia New Zealand Conference in Geomechanics, Adelaide, pp 667 672.
Haberfield C.M., Seidel J.P. (1996)
A New Design Method for Drilled Shatfs in Rock.Sixth International Conf. And Exhibition on Piling and Deep Foundations. Bombay, 15-17 January, 1996.
Haberfield C.M., Seidel J.P. (1996)
A Fractal Approach to predicting Interface Shear Behaviour.1st Australasian Congress on Applied Mechanics ’96. Melbourne, February, 1996.
Baycan S., Haberfield C.M., Seidel J.P. (1996)
Field Testing of Bored Piles in Weak Rock.7th ANZ Conference on Geomechanics. Adelaide, July, 1996.
Cheng F., Haberfield C.M., Seidel J.P. (1996)
Laboratory Study of Bonding and Wall Smear in Rock Socketed Piles7th ANZ Conference on Geomechanics. Adelaide, July, 1996.
Gu X.F., Haberfield C.M., Seidel J.P. (1996)
A New Factor for Improved Prediction of the Resistance of Pile Shafts in Rock.7th ANZ Conference on Geomechanics. Adelaide, July, 1996.
Fleuter W., Haberfield C.M., Seidel J.P. (1996)
Scaling considerations for the modelling of rock joints in laboratory shear testsEurock 96. Balkema.
Seidel J.P. (1996)
The Use of a Signal-matching Approach to the Analysis of Statnamic Tests.5th Intl. Conf. on Application of Stress-wave Theory to Piles. Orlando, Sept., 1996.
Chambers W.G., Klingberg D.J., Seidel J.P. (1996)
Dynamic Testing of Steel Pipe Piles.5th Intl. Conf. On Application of Stress-wave Theory to Piles. Orlando, Sept., 1996.
Seidel J.P. (1996)
A Review of the Analysis of Statnamic Pile Tests.5th Intl. Conf. On Application of Stress-wave Theory to Piles. Orlando, Sept., 1996.
Cannon J.G., Klingberg D.J., Seidel J.P. (1996)
Dynamic Testing of Barrettes for a Cement Silo Project.5th Intl. Conf. on Application of Stress-wave Theory to Piles. Orlando, Sept., 1996.
Cannon J.G., Seidel J.P. (1996)
Integrity Testing of Concrete-filled Steel Tube Piles.5th Intl. Conf. on Application of Stress-wave Theory to Piles. Orlando, Sept., 1996.
Gu X.F., Seidel J.P. (1996)
Research into the Behaviour of Piles socketed into Sandstone.MIGS 96 Symposium, Melbourne, November, 1996.
Collingwood B., Seidel J.P. (1996)
The effect of Construction Practices on the capacity of rock socketed piles.MIGS 96 Symposium, Melbourne, November, 1996.
Fleuter W., Seidel J.P. (1996)
Investigation of the Shear Behaviour of Rock Joints.MIGS 96 Symposium, Melbourne, November, 1996.
Haberfield C.M., Seidel J.P. (1996)
Rational methods for prediction of the resistance of pile shafts in rock by practitioners.MIGS 96 Symposium, Melbourne, November, 1996.
Look, B.G. (1997)
The Standard Penetration Test Procedure in Soil RockAustralian Geomechanics Journal, No. 32, December, pp 66-68.
Baycan S., Haberfield C.M., Seidel J.P. (1997)
Performance vs Prediction of Socketed Piles in Rock.Intl Symposium on Rock Mechanics and Environmental Geotechnology, Chongqing, China, Apr. 1997.
Haberfield C.M., Seidel J.P. (1997)
The Behaviour of Rock Joints in Direct Shear.Intl Symposium on Rock Mechanics and Environmental Geotechnology, Chongqing, China, Apr. 1997.
Haberfield C.M., Seidel J.P. (1997)
The Shaft Resistance Coefficient for Prediction of the Resistance of Pile Shafts in Rock.Fulcrum. Deep Foundations Institute. April, 1997.
Baycan S., Haberfield C.M., Seidel J.P. (1998)
Load displacement performance of bored piles in weak rock.Proceedings of the 3rd International Geotechnical Seminar on Deep Foundations on Bored and Auger Piles – Deep Foundations on Bored and Auger Piles BAP III, Rotterdam, Netherlands, A.A. Balkema(1998), in W.F. Van Impe & W. Haegeman (eds) : 497 – 504.
Haberfield C.M., Seidel J.P. (1998)
Some recent advances in the modelling of soft rock joints in direct shear.Proceedings of Int. Conf. On Geomechanics/Ground Control in Mining and Underground Construction GGM’98, Wollongong, NSW, The University of Wollongong(1998), in N. Azia and B. Indraratna (ed) : 71 – 82.
Look, B.G. (1999)
The Probability of Failure of the Brisbane River Bank at St Lucia2nd International Conference on Landslips, Slope Stability and the Safety of Infrastructures, Singapore, pp 209-216.
Haberfield C.M., Seidel J.P. (1999)
The axial capacity of pile shafts in rock – simulation by a micro-mechanical approach.Accepted for publication in ASCE Jnl. Geotechnical and Geoenvironmental Engineering, June, 1999.
Haberfield C.M., Seidel J.P. (1999)
The shear behaviour of concrete-soft rock joints. Part 2 – Theoretical Analysis of Laboratory Simulations.Accepted for publication in ASCE Jnl. Geotechnical and Geoenvironmental Engineering, June, 1999.
Haberfield C.M., Seidel J.P. (1999)
The shear behaviour of concrete-soft rock joints. Part 1 – Experimental Investigation.Resubmitted to ASCE Jnl. Geotechnical and Geoenvironmental Engineering, June, 1999.
Haberfield C.M., Seidel J.P. (1999)
Recent advances in the modelling or weak rock joints.Int. J. of Geotechnical and Geological Engineering. In print.
Haberfield C.M., Schmidt H.H., Seidel J.P. (1999)
Tragfaehigkeit von Bohrpfaehlen in festen Boeden und Fels.Translates to Load capacity of bored piles in hard soils and rock. Bautechnik Journal, 9 September, 1999 : 795 – 800.
Collingwood B., Haberfield C.M., Seidel J.P. (1999)
Laser-based measurement of socket roughness.8th Australia New Zealand Conference on Geomechanics, Vol. 1, : 375 -384. Hobart, February, 1999.
Seidel J.P. (1999)
Piling Issues and the Australian Piling Code.Concrete Institute of Australia Seminar on Piling. Melbourne, November, 1999.
Gray S., Look, B.G. (2000)
Minimising the Effect of Construction on the QR Embankments at the South Bank DevelopmentGEOENG 2000, First International Conference on Geotechnical and Geological Engineering, Melbourne, Vol 2 and CD-ROM.
Look, B.G. (2000)
Geotechnical Input During the Planning PhaseGEOENG 2000, First International Conference on Geotechnical and Geological Engineering, Melbourne, Vol 2 and CD ROM.
Seidel J.P. (2000)
The need for quality assurance in the dynamic pile testing industry.6th Intl. Conf. on Application of Stress-wave Theory to Piles. Sao Paulo, Brazil, Sept., 2000.
Rausche F., Robinson B., Seidel J.P. (2000)
Combining static pile design and dynamic installation analysis in GRLWEAP.6th Intl. Conf. on Application of Stress-wave Theory to Piles. Sao Paulo, Brazil, Sept., 2000.
Seidel J.P., Slatter J. (2000)
A design methodology for screwed cast-in-place piles.8th International DFI Conference on Deep Foundations. New York, October 5-7, 2000.
Kodikara J.K., Seidel J.P. (2000)
Current issues in Academia and Geoengineering Education.GeoEng2000. Melbourne, November, 2000.
Haberfield C.M., Seidel J.P. (2000)
The role of theoretical models in the analysis and design of rock socketed piles.John Booker Memorial Symposium. Balkema DW Smith & JP Carter (eds) : 465-488.
Collingwood B., Seidel J.P. (2001)
An improved socket roughness factor for prediction of rock socket shaft resistance.Canadian Geotechnical Journal, February, 2001 : 138-153
Look, B.G. (2001)
A Geotechnical Investigation of Geomechanics in QueenslandAustralian Geomechanics Journal, Vol 30, No. 3 pp 5 – 8.
Griffiths S.G., Look, B.G. (2001)
An Engineering Assessment of the Strength and Deformation Properties of Brisbane RocksAustralian Geomechanics Journal, Vol 36, No. 3, pp 17 – 30.
Seidel J.P. (2001)
Pile Driving Analyzer PDA and Data Interpretation.Pile Diagnostics and Inspection (PDI) Technical Forum 2001. Hong Kong Polytechnic University, Hong Kong, February 12, 2001.
Seidel J.P. (2001)
PDA testing – opening the black box : issues of effective quality assurance.Concrete Piling for the New Millenium. Concrete institute of Australia. Sydney, February 21, 2001.
Seidel J.P. (2001)
Managing Foundation Projects in the Global Village.Workshop on IT in Geo-engineering Singapore. 4 April 2001
Seidel J.P. (2001)
PDA Testing and effective quality assurance.5th International Conference on Deep Foundation Practice. Singapore. 5-6 April 2001.
Haberfield C.M., Seidel J.P. (2002)
Theoretical models for rock joints subjected to constant normal stiffness direct shear.Accepted Int. J. of Rock Mechanics and Mining Sciences.
Haberfield C.M., Seidel J.P. (2002)
Laboratory testing of concrete-rock joints in constant normal stiffness direct shear.Accepted Geotechnical Testing Journal, ASTM
Seidel J.P. (2002)
Reliability concepts in LRFD Design – or what is a reasonable factor of safety?Accepted Deep Foundations Institute, Fulcrum.
Cho C.W., Haberfield C.M., Seidel J.P. (2002)
Prediction of the axial capacity of pile sockets.Invited paper to Korean Geotechnical Journal.
Gu X.F., Haberfield C.M., Seidel J.P. (2002)
Experimental investigation of wear during sandstone/concrete interface sliding.International conference of ISRM – 3rd Korea-Japan Joint Symposium on Rock Engineering, 2002.
Gu X.F., Haberfield C.M., Seidel J.P. (2002)
Direct shear test of sandstone-concrete joints.International Journal of Geomechanics, ASCE, Vol. 3, No. 1, ASCE/Sep., pp. 21-33.
B Collingwood. (2003)
Geotechnical Investigations for Piling Projects – The False Economy of a Cheap Site Investigation.Australian Geomechanics. Volume 38, No. 1, March 2003.
Bouazza A., Gu X.F., Haberfield C.M., Seidel J.P. (2004)
Engineering Properties of Sydney Hawkesbury Sandstone.Paper accepted to the 53rd Geomechanics Colloquium & EUROCK, Oct. 2004, Austria.
Bouazza A., Gu X.F., Haberfield C.M., Seidel J.P. (2004)
Comparison of shear behaviour between siltstone/concrete and Sandstone/concrete joints.3rd ARMS Symposium, Dec. 2004, Kyoto, Japan.
Seidel J.P., Tan S.K. (2004)
Elimination of the Rayleigh Wave Effect on Low Strain Integrity Test Results7th International Conference on The Application of Stress Wave Theory on Piles, 2004, Kuala Lumpur, Malaysia
Griffiths S.G., Look, B.G. (2004)
Rock Strength Properties in South East Queensland9th Australia New Zealand Conference in Geomechanics, Auckland, N.Z., Vol. 1, pp 196 – 203.
Griffiths S.G., Look, B.G. (2004)
Characterization of Rock Strength in South East Queensland9th Australia New Zealand Conference in Geomechanics, Auckland, N.Z., Vol. 1. pp 187 – 194.
Look, B.G. (2004)
Effect of Variability and Disturbance in the measurement of Undrained Shear Strength9th Australia New Zealand Conference in Geomechanics, Auckland, N.Z., Vol. 1, pp 302 – 308.
Look, B.G. (2004)
Rock Strength at the coring interfaceAustralian Geomechanics Journal, Vol 39, No. 2, pp 105 – 110.
Look, B.G. (2005)
Landslide Hazard Zonation by GIS AnalysisInternational Conference on Landslide Risk Management, Vancouver, Canada, CD-ROM.
Look, B.G. (2005)
Equilibrium Moisture Content of volumetrically active clay earthworks in QueenslandAustralian Geomechanics Journal, Vol 40, No. 3, pp 55 – 66.
Bouazza A., Gu X.F., Haberfield C.M., Seidel J.P. (2005)
Wear of Sandstone Surfaces during Direct Shear Testing of Sandstone/conceret joints.Paper submitted to Geo-Frontiers conference, Jan. 2005 USA.
B Collingwood., CM Haberfield (2006)
Rock Socketed Pile Design And Construction – A Better Way?Proceedings of the Institution of Civil Engineers – Geotechnical Engineering, Vol. 159, no3, pp. 207-217
B Collingwood., CM Haberfield (2006)
Recent Advances in Practical Design of Rock Socketed Piles in Victoria.Australian Geomechanics. December 2006.
B Collingwood. (2006)
Precast Driven Piles in the Melbourne Region – A Brief Overview of Current Practice.Australian Geomechanics. December 2006.
Kemp A., Look, B.G., Mellor R. (2007)
An Observational and Risk Based Approach to Manage Embankment Creep10th Australia New Zealand Conference in Geomechanics, Brisbane, Vol 2, pp 680 – 685.
Cameron K., Look, B.G. (2007)
Boulder Wall Design and Construction Considerations10th Australia New Zealand Conference in Geomechanics, Brisbane, Vol 2, pp 662 – 667.
Kemp A., Look, B.G. (2007)
The Serviceability Limit State in the Design and Construction of a Piled Embankment10th Australia New Zealand Conference in Geomechanics, Brisbane Vol 1, pp 300 – 305.
Look, B.G. (2007)
Design stiffness of subgrades using the CBR test10th Australia New Zealand Conference in Geomechanics, Brisbane, Vol 1, pp 496 – 501.
Look, B.G. (2009)
Spatial and statistical distribution models using the CBR testsAustralian Geomechanics Journal, Vol 44, pp 37- 48.
Look, B.G., Wijeyakulasuriya V. (2009)
The statistical modelling for reliability assessment of rock strength17th International Conference on Soil Mechanics and Foundation Engineering, Alexandria, Egypt, Vol. 1, pp 60 – 63.
Campbell N., Look, B.G., Nattmadja A. (2009)
An Investigation Into the Effect of Salt Water on the Geotechnical Properties of A Residual ClayAustralian Geomechanics Journal, Vol 44, pp 19 – 28.
Iu L., Look B., Madhava B., Sundaram M. (2010)
A case history on the design of a large cut slope for a highway project in metasedimentary rocksProceedings of the 11th International Association of Engineering Geologists Congress, Auckland, New Zealand, September, CD-ROM, pp 3294 – 3300
Adams B., Gallage C., Look B. (2010)
Assessment of pile driving refusal using the standard penetration testProceedings of the 11th International Association of Engineering Geologists Congress, Auckland, New Zealand, September, CD-ROM, pp 2641 – 2648
Kemp A., Look B. (2010)
Effect of Coal Fouling on Ballast Maintenance11th International Association of Engineering Geologists Congress, 11th International Association of Engineering Geologists Congress, Proceedings of the 11th International Association of Engineering Geologists Congress, Auckland, New Zealand, September, CD-ROM, pp 4261 – 4268
Look B., Thorley C. (2011)
Landslide failure perspectives in practice in south east QueenslandAustralian Geomechanics Journal, Vol 46, No. 2, pp 109 – 124
Lacey D., Look B., Williams D. (2011)
Evaluation of Subgrade Stiffness using the Dynamic Cone PenetrometerInternational Conference on Advances in Geotechnical Engineering, Perth, pp 171 – 177
Lacey D., Look B., Williams D. (2012)
“Evaluation of subgrade modulus using weighted depth profiles”International Journal of Geotechnical Engineering, Vol. 6, pp 215 – 222
Boyer M., Chew K.C., Look B. (2012)
Environmental Evaluation Of Landslide Remediation Options11th Australia New Zealand Conference in Geomechanics, Melbourne, pp 314 – 319
Boyer M., Chew K.C., Look B. (2012)
Environmental Evaluation Of Landslide Remediation Options11th Australia New Zealand Conference in Geomechanics, Melbourne, pp 314 – 319
Look B., Tandjiria V. (2012)
Foundation considerations for buried rigid pipes on soft ground11th Australia New Zealand Conference in Geomechanics, Melbourne, pp 142 – 147
Look B. (2012)
Application of Decision Trees to Landslide Risk Management11th Australia New Zealand Conference in Geomechanics, Melbourne, pp 1371 -1376
Lacey D., Look B., Williams D. (2012)
Shear Strength Anisotropy within an Aged Fill11th Australia New Zealand Conference in Geomechanics, Melbourne, pp 409 – 414
Look B. (2012)
Quality control specifications for large earthworks projectsInternational Conference on Ground Improvement and Ground Control, Wollongong, Proceedings of the International Conference on Ground Improvement and Ground Control, pp 1113 – 1118
Gallage C., Lacey D., Look B., Priddle J. (2013)
Residual soil properties of south east QueenslandAustralian Geomechanics Journal, Vol 48, No. 1, pp 67 – 76.
Campbell N., Look B. (2013)
Variability in selecting design values in Queensland – A calibration of professional opinionsAustralian Geomechanics Journal, Vol 48, No. 1, pp 51 – 66.
Boyer M., Chew K., Look B. (2013)
A case study of a hillside slope instability in south east QueenslandAustralian Geomechanics Journal, Vol 48, No. 1, pp 77 – 84.
Lacey D., Look B., Williams D. (2013)
Evaluation of borehole layout and interpolation algorithms for site characterisationASCE Geotechnical Special Publication (GSP) – “Foundation Engineering in the Face of Uncertainty”, pp 421 – 433
Lacey D., Look, B.G. (2013)
“Characteristic values for Rock Socket Design”18th International Conference on Soil Mechanics and Foundation Engineering, Paris.
Lacey D., Look B., Williams D. (2013)
Assessment of relationship between in-situ modulus derived from DCP and LFWD testing,5th International Young Geotechnical Engineering Conference – 5iYGEC’13, Paris
Look B. (2014)
Discussion on paper on by S.T. Srithar on “Engineering Design and Earthworks aspects related to Basaltic Clays in Victoria”.Australian Geomechanics Journal.
Boyer M., Chew K., Look B. (2014)
A case study – use of expanded polystyrene blocks in landslide remedial works,4th International Conference on Geotechnique, Construction Materials and Environment, Brisbane, Australia CD-ROM, pp 365 – 369
Gallage C., Lacey D., Look, B.G., Mellish D. (2014)
Spatial and Temporal variability in a residual soil profile,4th International Conference on Geotechnique, Construction Materials and Environment, Brisbane, Australia CD-ROM, pp 151 – 156
Lacey D., Look B., Williams D. (2014)
Using Drill Bit refusal as an indicator of strength at the soil rock interface.4th International Conference on Geotechnique, Construction Materials and Environment, Brisbane, Australia CD-ROM, pp 145 – 150
Look B. (2014)
Sudoku and Geotechnical Solutions: Lessons from a Parallel Universe of Limited Data.Geostrata ASCE Geo-Institute, pp 56 – 60
Keith A., Kemp A., Russell C. (2014)
Stream diversion and reinstatement on a mine backfill in tropical Borneo,Mine Fill 2014, Perth, Australia
Look B., Seidel J.P. (2015)
SPT and PDM – Macro vs micro measurements.12th Australia New Zealand Conference in Geomechanics, Wellington, New Zealand, P015
Look B. (2015)
Appropriate distribution functions in determining characteristic values.12th Australia New Zealand Conference in Geomechanics, Wellington, New Zealand, P014
Lacey D., Look B., Williams D. (2015)
Relative Modulus Improvement due to inclusion of geo-reinforcement within a gravel material.12th Australia New Zealand Conference in Geomechanics, Wellington, N.Z., p123
Look, B.G., Seidel J.P., Sivakumar S.T., Welikala D.L.C. (2015)
Real time monitoring of SPT using a PDM device – The Failings of our Standard Test revealed.International Conference on Geotechnical Engineering, Colombo, Sri Lanka, pp 435 – 438
Look, B.G., Seidel J.P., Sivakumar S.T., Welikala D.L.C. (2015)
Standard Penetration Test measurement exposed using a Digital PDM device.International Conference on Geotechnical Engineering, Colombo, Sri Lanka, pp 451 – 454
Look B. (2016)
Different Conclusions for a Retaining Wall Failure with Saturated vs Unsaturated Soil Mechanics.Geotechnical & Structural Engineering Congress, Arizona, USA, pp 509 –521.
Honeyfield N., Look B. (2016)
Working Platforms – to BRE or not to BRE is the question.Australian Geomechanics Journal, Vol 51, No. 1, pp 11 – 21.
Look B. (2016)
MRTS 04 Earthworks – Background Research incorporated into the specification.Engineering Technology Forum, Queensland Transport and Main Roads
Gallage C., Look B., Schneider S. (2016)
Characterisation of small strain rock modulus from Ultrasonic Pulse Velocity Testing.5th International conference on geotechnical and geophysical site characterisation, Gold Coast, Australia
Look B. (2016)
The standard SPT – N value errors examined with digital technology.5th International conference on geotechnical and geophysical site characterisation, Gold Coast, Australia
Lacey D.W., Look, B.G., Marks D.F. (2016)
Use of the Light Falling Weight Deflectometer (LFWD) as a site investigation tool for residual soils and weak rock.5th International conference on geotechnical and geophysical site characterisation, Gold Coast, Australia.
Look B. (2016)
Session Report: Pavements and Fills.5th International conference on geotechnical and geophysical site characterisation, Gold Coast, Australia
Look, B.G. (2016)
The Weighted Plasticity Index in Road Design and ConstructionAustralian Geomechanics Journal.
Lacey D., Look, B.G. (2017)
Rock socket capacity certification using the point load index testDeep Foundation Institute Conference, Melbourne, Australia
Lacey D., Look, B.G. (2017)
Dynamic Monitoring and Modulus based specifications with deep lift compaction19th International Conference on Soil Mechanics and Foundation Engineering, Seoul
Books
Look, B.G. (2014)
Handbook of Geotechnical Investigation and Design Tables2nd edition Taylor and Francis Publishers
Look, B.G. (2007)
Handbook of Geotechnical Investigation and Design TablesTaylor and Francis Publishers.
Look, B.G. (1994)
Introduction to Spreadsheet GeomechanicsBalkema Publishers.
