The University of Western Australia

UWA Staff Profile

Ipsum Lorem

Barry Lehane

Professor Barry Lehane

Head of the School of Civil, Environmental and Mining Engineering/Professor
Engineering, Computing and Mathematics, Faculty of

Contact details
Address
Faculty of Engineering, Computing and Mathematics
The University of Western Australia (M051)
35 Stirling Highway
CRAWLEY WA 6009
Australia
Phone
+61 8 6488 2417
Fax
+61 8 6488 1018
Email
barry.lehane@uwa.edu.au / head-ceme@uwa.edu.au

Head of School/Professor
Civil, Environmental and Mining Engineering, School of

Contact details
Address
School of Civil, Environmental and Mining Engineering
The University of Western Australia (M051)
35 Stirling Highway
CRAWLEY WA 6009
Australia
Phone
+61 8 6488 2417
Fax
+61 8 6488 1018
Email
barry.lehane@uwa.edu.au / head-ceme@uwa.edu.au
Qualifications
BE Cork, PhD Imp.Coll.(Lond.), DIC, CEng, MIEI, FTCD
Biography
BE (Hons 1) University College Cork (1984)
Ove Arup & Partners, London (1984-1988)
Imperial College London (1988-1992)
Ove Arup London and Hong Kong (1992-1993)
Trinity College Dublin (1993-2002)
University of Western Australia (2002-present)
Key research
Soil Mechanics
Geotechnical Engineering
Foundation Engineering
Numerical modelling
Publications
Books
1.Jardine R.J. and Lehane B.M. (1993) Research into the behaviour of offshore piles: field experiments in sand and clay. UK Health and Safety Executive, Offshore Technology Report, 135pp, HSE books.
2.Gwizdala K., Lehane B.M., Mandolini A., Holeyman A. and Skov R. (1999). Present-day design methods for axially loaded piles in Europe. Int. Society for Soil Mech. and Geotech. Engng Spec. Amsterdam publ, 56pp.
3.Lehane B.M., Jardine R.J. and McCabe B.A. (2003). Experimental investigation of pile groups subjected to cyclic tension loading UK Health and Safety Executive, Research Report 101, 44pp.
4.Lehane B.M., Schneider J.A. and Xu X. (2005). Evaluation of design methods for offshore piles in siliceous sand. 105pp. (Issued at Proc 1st Int. Symposium on Frontiers in Offshore Geotechnics, ISFOG-2, Perth, currently published in house).

Book Chapters
5.Lehane B.M. (1999). Integral Bridges. Chapter 4, Bridge Deck Analysis, E & F-N SPON, 1999, 121-150.
6.Lehane B.M. (2003). The use of in-situ tests for foundation design. In-situ characterization of soil, Balkema, 85-100.
Papers in refereed journals
7.Lehane B.M. and Jardine R.J. (1992). On the residual strength of Bothkennar clay. Geotechnique, 42(2), 363-368. doi: 10.1680/geot.1992.42.2.363.
8.Lehane B.M., Jardine R.J., Bond A.J. and Frank R. (1993). Mechanisms of shaft friction in sand from instrumented pile tests. J. Geotechnical Engng., ASCE, 119(1), 19-35. doi: 10.1061/(ASCE)0733-9410(1994)120:8(1450).
9.Lehane B.M., Jardine R.J., Bond A.J. and Frank R. (1993). Determination of shaft friction in sand from instrumented pile tests. J. Geotechnical Engng., ASCE, 121 (8), 1449-1452. doi: 10.1061/(ASCE)0733-9410(1993)119:1(19).
10.Lehane B.M. and Jardine R.J. (1994). Displacement pile behaviour in glacial clay. Canadian Geotechnical J., 31(1), 79-90. doi: 10.1139/t94-009.
11.Lehane B.M. and Jardine R.J. (1994). Displacement pile behaviour in a soft marine clay. Canadian Geotechnical J., 31(2), 181-191. doi: 10.1139/t94-024.
12.Lehane B.M. (1994). Recent developments in driven pile design: shaft capacities of piles in clay. Trans. Inst. of Engng. of Ireland, 118, 22-38 (IEI Geotechnical prize).
13.Jardine R.J., Lehane B.M., Smith P.R. and Gildea P.A. (1995). Behaviour of rigid foundations on soft, sensitive, Bothkennar clay under vertical load. Geotechnique, 45(4), 573-597. doi: 10.1680/geot.1995.45.4.573.
14.Looby M.L., Farrell E.R. and Lehane B.M. (1995). Driven piles in boulder clay - design and practice. Trans Inst. of Engng. of Ireland, 119, 89-106. (IEI Civil prize).
15.Phillips D.T. and Lehane B.M. (1996). Laterally loaded piles in Dublin Boulder Clay. Trans Inst. of Engng of Ireland, 120, 153-166.
16.Jardine R.J., Chow F.C, Matsumoto T. and Lehane B.M. (1998). A new design procedure for driven piles and its application to two Japanese Clays. Soils and Foundations, 38 (1), 207-219.
17.Farrell E.R., Lehane B.M. and Looby M. (1998). Instrumented driven pile in Dublin Boulder Clay. Geotechnical Engineering, ICE, 131, 233-241. doi: 10.1680/igeng.1998.30715.
18.Lehane B.M., McCabe B.M. Phillips D.M., Jardine R.J. Paul T.S. and Horkan E. (1998). Piling Research in Belfast's soft clay. Trans Inst. of Engng of Ireland, 121, 8-23. (IEI Geotechnical prize).
19.Lehane B.M., Keogh D.M. and O' Brien E.J. (1999). Simplified elastic model for restraining effects of backfill soil on integral bridges. Computers and Structures, 73(1), 303-313. doi: 10.1016/S0045-7949(98)00247-8.
20.Lehane B.M. and De Cock F. (1999). Standard European practice for estimating ultimate pile capacities from laboratory test data. Ground Engineering (European Foundations), 4(1), 24-27.
21.Lehane B.M., Horkan E., Paul T.S. and Jardine R.J., (1999). Piling research in Belfast soft clay. Ground Engineering, 32(3), 31-32.
22.Gill D.R. and Lehane B.M. (2000). Extending the Strain Path Method analogy for modelling penetrometer installation. Int. J. Numerical and Analytical Methods in Geomechanics, 24, 477-489. doi: 10.1002/(SICI)1096-9853(20000425)24:5<477::AID-NAG76>3.0.CO;2-0.
23.Lehane B.M., Chow F.C., McCabe B.M. and Jardine R.J., (2000). Relationships between shaft capacity of driven piles and CPT end resistance. Geotechnical Engineering, ICE, 143, 93-101. doi: 10.1680/geng.2000.143.2.93.
24.Lehane B.M. and Cosgrove E. (2000). Applying triaxial compression stiffness data to settlement prediction of shallow foundations on cohesionless soils. Geotechnical Engineering, ICE, 143, 191-200. doi: 10.1680/geng.2000.143.4.191.
25.Lehane B.M. and Simpson B. (2000). Modelling the behaviour of a glacial till using a 3D BRICK soil model. Canadian Geotechnical J., 37 (5), 1078-1088. doi: 10.1139/t00-032.
26.Lehane B.M., McCabe B.A. and Phillips D.T. (2000). Instrumented single and group piles in Belfast soft clay, Australian Geomechanics, 35(4), 33-45.
27.Gavin K. and Lehane B.M. (2000). Research on the axial capacity of pipe piles in sand. Trans Inst. of Engng of Ireland, 124, 30-47.
28.Lehane B.M. and Gavin K.G. (2001). The base resistance of jacked pipe piles in sand. J. Geotechnical & Geoenvironmental Engrg. ASCE, 127 (6), 473-480. doi: 10.1061/(ASCE)1090-0241(2001)127:6(473).
29.Gill D.R. and Lehane B.M. (2001). An optical technique for investigating soil displacement patterns. Geotechnical Testing J., ASTM, 24(3), 324-329. doi: 10.1520/GTJ11351J.
30.Lehane B.M. and Randolph M.F. (2002). Evaluation of a minimum base resistance for pipe piles in sand. J. Geotechnical & Geoenvironmental Engrg. ASCE, 128 (3), 198-205.
31.Lehane B.M. and Fahey M.F. (2002). Investigating a simple settlement prediction method for foundations on sand. Canadian Geotechnical J, 39(2), 293-303. doi: 10.1139/t01-091.
32.Lehane B.M. (2003). Vertically loaded shallow foundation on soft clayey silt: A case history. Geotechnical Engineering, ICE, 156, 17-26. doi: 10.1680/geng.2003.156.1.17.
33.Gavin K.G. and Lehane B.M. (2003). Shaft friction for open-ended piles in sand. Canadian Geotechnical J., 40(1), 36-45.
34.Lehane B.M. and Fahey M. (2003). An investigation of seasonal effects on in situ test parameters in Perth sand. Australian Geomechanics J., 38(1), 57-66.
35.Lehane B.M and Jardine R.J. (2003). The effect of long term pre-loading on the performance of a vertically loaded footing on Bothkennar clay. Geotechnique, 53(8), 689-695. doi: 10.1680/geot.2003.53.8.689.
36.Lehane B.M., Pennington D. and Clark S. (2003). Jacked end bearing piles in the soft alluvial sediments of Perth. Australian Geomechanics J., 38(3), 123-134.
37.Fahey M., Lehane B.M. and Stewart D. (2003). Soil stiffness for shallow foundation design in the Perth CBD. Australian Geomechanics J., 38(3), 61-90.
38.Cosgrove E. and Lehane B.M. (2003). Cyclic loading of loose backfill placed adjacent to integral bridge abutments. Int. J. Physical Modelling in Geotechnics, 3(3), 9-16. doi: 10.1680/ijpmg.2003.3.3.09.
39.Lehane B.M. and Gavin K. (2004). Discussion: Determination of bearing capacity of open-ended piles in sand J. Geotechnical & Geoenvironmental Engrg. ASCE, 130 (6), 656-658. doi: 10.1061/(ASCE)1090-0241(2003)129:1(46).
40.Lehane B.M. and Gill D.R. (2004). Displacement fields induced by penetrometer installation in an artificial soil. Int. J. Physical Modelling in Geotechnics, 4(1), 25-37. doi: 10.1680/2004.4.1.25.
41.Lehane B.M., Ismail M. and Fahey M. (2004). Seasonal dependence of in-situ test parameters in sand above the water table, Geotechnique, 54 (3), 215-218. doi: 10.1680/geot.2004.54.3.215.
42.White D.J. and Lehane B.M. (2004). Friction fatigue on displacement piles in sand. Geotechnique 54(10), 645-658. [Bishop medal] doi : 10.1680/geot.2004.54.10.645.
43.Lehane B.M. and White D.J. (2005). Lateral stress changes and shaft friction for model piles in sand. Canadian Geotechnical Journal, 42, 1039-1052. doi: 10.1139/t05-023.
44.Lehane B.M., Gaudin C. and Schneider J.A. (2005). Shaft capacity of model piles buried in dense sand. Geotechnique, 55(10), 709-720. doi: 10.1680/geot.2005.55.10.709.
45.McCabe B.A. and Lehane B.M. (2006). Field experiments on pile groups in clay. J. Geotechnical & Geoenvironmental Engrg. ASCE, 132(3), 401-410.
46.Xu X, Lehane B.M. and Liu H. (2006). Field measurements during pipe pile installation in soft clay. Geotechnical Engineering, ICE, 159, 285-296. doi: 10.1680/geng.2006.159.4.285 .
47.Gavin K. and Lehane B.M.(2007). Base load displacement response of piles in sand. Canadian Geotechnical Journal, 44(9), 1019-1052. doi: 10.1139/T07-048.
48.Schneider J.A., Lehane B.M. and Schnaid F. (2007).Velocity effects on piezocone measurements in normally and overconsolidated clays. Int. J. Physical Modelling in Geotechnics, 7(2), 23-34. doi: 10.1680/ijpmg.2007.7.2.23.
49.Zaremba N. and Lehane B.M. (2007). The performance of steel struts in a braced excavation in Perth. Australian Geomechanics 42(3), 121-132.
50.Lehane B.M., Mathew G. and Stewart D.P. (2007). A laboratory investigation of the upper horizons of the Perth/Guildford formation in Perth CBD. Australian Geomechanics 42(3), 87-100.
51.Fahey M., Lehane B.M. and Schneider J.A. (2007). Properties of Perth’s sands interpreted using the self-boring pressuremeter. Australian Geomechanics 42(4), 57-72.
52.Lehane B.M., Gaudin C., Rattley M.J. and Richards D.J. (2008). Rate effects on the vertical uplift capacity of footings on clay. Geotechnique 58(1), 13-21. doi: 10.1680/geot.2008.58.1.13.
53.Xu X. and Lehane B.M. (2008). Pile and penetrometer end bearing resistance in two layered soil profiles. Geotechnique, 58(3), 187-197. doi: 10.1680/geot.2008.58.3.187.
54.Rattley M.J., Lehane B.M., Consoli N. and Richards D.J. (2008). The uplift performance of shallow foundations with cement stabilised backfill. Ground Improvement, ICE, 161(2), 103-110. [ICE prize] doi: 10.1680/grim.2008.161.2.103.
55.Xu X., Schneider J.A. and Lehane B.M. (2008). Cone penetration test (CPT) methods for end-bearing assessment of open- and closed-ended driven piles in siliceous sand. Canadian Geotechnical Journal, 45(1), 1130-1140. doi: 10.1139/T08-035.
56.Schneider, J.A., Xu, X. and Lehane, B.M. (2008). Database assessment of CPT-based design methods for axial capacity of driven piles in siliceous sands, J. Geotechnical & Geoenvironmental Engrg, 134:9, pp 1227-1244. doi: 10.1061/(ASCE)1090-0241(2008)134:9(1227).
57.Rattley M.J., Richards D.J. and Lehane B.M. (2008). Uplift performance of transmission tower foundations embedded in Clay. J. Geotechnical & Geoenvironmental Engrg. ASCE, 134(4), 531-540. doi: 10.1061/(ASCE)1090-0241(2008)134:4(531).
58.Lehane B.M., Schneider J.A. and Xu X. (2008). The design of displacement piles in siliceous sands using the CPT. Australian Geomechanics 43(2), 21-46.
59.Lehane B.M., O’Loughlin C.D., Gaudin C. and Randolph M.F. (2009). Rate effects on penetration field experiments on pile groups in clay resistance in kaolin. Geotechnique, 59(1), 41-52. doi: 10.1680/geot.2007.00072.

60.Richards, D.J., White, D.J. and Lehane, B.M. (2010). Centrifuge modelling of the push-over failure of an electricity transmission tower. Canadian Geotechnical Journal, 47(4), 413-424. doi: 10.1139/T09-112.
61.Li, A. and Lehane B.M. (2010). Embedded cantilever retaining walls in sand. Geotechnique, 60 (11), 813-823. doi: 10.1680/geot.8.P.147.
62.O’Loughlin, C.D. and Lehane, B.M. (2010). Nonlinear cone penetration test-based method for predicting footing settlements on sand. J. Geotechnical & Geoenvironmental Engrg. ASCE, 136 (3), 409-416. doi: 10.1061/(ASCE)GT.1943-5606.0000228.
63.Leung, A, Soga, K, Lehane, B.M. and Klar, A. (2010). Role of linear elasticity in pile group analysis and load test interpretation. J. Geotechnical & Geoenvironmental Engrg. ASCE, 136 (12), 1686-1694. doi: 10.1061/(ASCE)GT.1943-5606.0000392.
64.Mathew, G. and Lehane, B.M. (2010). Compensation grouting and its numerical simulation. Australian Geomechanics 45(4), 65-74.
65.Goh, R., Leong, Y.K. and Lehane, B.M. (2010). Bentonite Slurries – Zeta Potential, Yield Stress, Adsorbed Additive and Time-dependent Behaviour. Rheologica Acta (498): doi: 10.1007/s00397-010-0498-x.
66.Lehane B.M. (2011). Lateral soil stiffness adjacent to deep integral bridge abutments. Geotechnique, 61(7), 593-603. DOI: 10.1680/geot.9.P.135.
67.Chambers H. and Lehane B.M. (2011). An assessment of the geotechnical strength reduction factors specified in the new Australian piling standard. Australian Geomechanics, 46(4), 71-78.
68.Liu, Q. and Lehane B.M.. (2012). The influence of particle shape on the Cone Penetration Test (CPT) end resistance in uniformly graded granular soils. Geotechnique, 62(11), 973-984. doi: 10.1680/geot.10.P.077.
69.Lehane, B.M., Schneider J.A., Lim J.K. and Mortara, G. (2012). Shaft friction from instrumented displacement piles in an uncemented calcareous sand. J. Geotechnical & Geoenvironmental Engrg. ASCE, doi: 10.1061/(ASCE)GT.1943-5606.0000712.
70.Lehane, B.M. and Liu. Q. (2012). Measurement of shearing characteristics of granular soils at low stress levels in a shear box. Geotechnical and Geological Engineering, doi: 10.1007/s10706-012-9571-9.
71.Mathew G. and Lehane B.M. (2012). Numerical prediction of greenfield settlement during tunnel boring. Canadian Geotechnical Journal, (in press)
72.Lehane B.M., Li Y. and Williams R. (2012). Shaft capacity of displacement piles in clay using the CPT. J. Geotechnical & Geoenvironmental Engrg., ASCE, doi: 10.1061/(ASCE)GT.1943-5606.0000749.
73.Hossain M.S., Lehane B.M., Hu Y. and Gao Y. (2012) Soil Flow Mechanisms around and between Stiffeners of Caissons during Installation in Clay. Canadian Geotechnical Journal, 49, 442-459. doi: 10.1139/t2012-008.
74.Lehane, B.M. and Liu. Q. (2012). Measurement of shearing characteristics of granular soils at low stress levels in a shear box. Geotechnical and Geological Engineering, doi: 10.1007/s10706-012-9571-9.
75.Li Y. and Lehane B.M. (2012). Insights gained from instrumented centrifuge displacement piles in Kaolin. Int. Journal of Geotechnical Engineering, 6, 157-161. Doi: 10.3328/IJGE.2012.06.02.157-161.
76.Johnston I., Doherty J. and Lehane B.M. (2012). Development of a centrifuge scale pressuremeter. Geotechnical Testing J., International Journal Physical Modelling Geotechnics (accepted).
77.McCabe B.A., Sexton B.G. and Lehane B.M. (2013). Operational coefficient of consolidation around a pile group driven in clay-silt. Geological and Geotechnical Engineering, doi: 10.1007/s10706-012-9579-1.
78.Lehane, B.M., Doherty J.P. and Powrie W. (2011). The use of piled footings for offshore wind turbine foundations. (submitted to J. Geotechnical & Geoenvironmental Engrg. ASCE).

Papers in refereed conferences

79.Lehane B.M. and Jardine R.J. (1992). The behaviour of a displacement pile in Bothkennar clay. Predictive soil mechanics, Thomas Telford, 421-435. doi: 10.1680/psm.19164.
80.Jardine R.J., Bond A.J. and Lehane B.M. (1992). Field experiments with instrumented piles in sand and clay. Proc. Conf. on Piling in Europe, ICE, London, 1992, 51-58. doi: 10.1680/pepawt.35645.
81.Solera S.A. and Lehane B.M. (1992). Design and monitoring of a grout curtain at the old Billingsgate Market. Proc. Conf. on Grouting in the Ground, British Institution of Civil Engineers, London, 1, 6-12.
82.Lehane B.M. and Jardine R.J. (1992). Predictions for pile downdrag at Bothkennar. Predictive Soil mechanics, Thomas Telford, 817-818.
83.Lehane B.M. and Jardine R.J. (1992). The behaviour of displacement piles in glacial till. Proc. VI Int. Conf. on the Behaviour of Offshore Structures, BOSS '92, London, 555-565.
84.Jardine R.J., Lehane B.M. and Everton S. (1992). Friction coefficients for piles in sands and silts. Proc. IV Conf. on Offshore site investigation and foundation behaviour, Soc. for Underwater Technology, London, 661-677.
85.Bond A.J., Jardine R.J. and Lehane B.M. (1992). Factors affecting pile capacity in clay soils. Proc. IV Conf. on Offshore site investigation and foundation behaviour, Soc. for Underwater Technology, London, 585-606.
86.Jardine R.J., Lehane B.M., Smith P.R. and Gildea P.A.. (1993). Bearing capacity and load-displacement behavior of rigid pads on soft, sensitive Clay. Proc. III Int. Conf. on case histories in geotechnical engineering, ASCE, St. Louis, Missouri, 161-166.
87.Lehane B.M. and Jardine R.J. (1994). Shaft capacity of driven piles in sand: a new design method. Proc. VII Int. Conf. on the Behaviour of Offshore Structures, Boston, 1, 23-36.
88.Lehane B.M., Jardine R.J., Bond A.J. and Chow F. (1994). The development of shaft friction on piles in clay. Proc. XIII Int. Conf. on Soil Mech. and Fdn. Engng., New Delhi, 2, 473-476.
89.Paul T.S., Lehane B.M., Chapman T.J. and Newman R.L. (1994). On the properties of a sandy gravel. Proc. XIII Int. Conf. on Soil Mech. and Fdn. Engng., New Delhi, 1, 29-32.
90.Lehane B.M., Chapman T., Paul T. and Johnson J. (1995). The apparent variability of the Woolwich and Reading beds. Proc. XI Eur. Conf. on Soil Mech and Fdn. Engng., Copenhagen, 8, 95-102.
91.Farrell E., Lehane B.M., O' Brien S. and Orr T. (1995). The stiffness properties of Dublin Boulder Clay. Proc. XI Eur. Conf. on Soil Mech and Fdn. Engng., Copenhagen, 1, 109-114.
92.Gavin K.G. and Lehane B.M. (1996). The reliability of conventional design methods for driven piles in sand. Proc. VI Int. Conf. on Piling and Deep foundations, Bombay, 5, 51-56.
93.Lehane B.M., Keogh D.M. and O'Brien E.J. (1996). Soil structure interaction analysis of integral bridge abutments. Proc. III Int. Conf. on Computational Structures Technology, Budapest, 459-466.
94.Gavin K.G and Lehane B.M. (1997). The behaviour of open and closed ended piles jacked into loose sand. Proc. XIV Int. Conf. on Soil Mech. and Fdn. Engng., Hamburg, 2, 1159-1162.
95.Lehane B.M. and Farrell E.R. (1997). A serviceability limit state design approach for footings. Proc. XIV Int. Conf. on Soil Mech. and Fdn. Engng., Hamburg, 1, 359-362.
96.Lehane B.M. (1997). Design of axially loaded piles - Irish Practice. Proc. Seminar on design of axially loaded piles in Europe, Int. Soc, Soil Mech. & Geotech. Engrg., Brussels, 203-218.
97.Lehane B.M. (1997). Effective stress analysis of multi-stage embankments. Road embankments on soft ground in Ireland, Irish Inst. of Civ. Engineers, 151-160.
98.Lehane B.M. and Faulkner A. (1998). Stiffness and strength characteristics of a hard lodgement till. Proc. 2nd Int. Symp. on the Geotechnics of hard soils and soft rocks, Naples, 2, 637-646.
99.Faulkner A., Lehane B.M. and Farrell E.R. (1998). Cone Penetration Testing in Irish soils. Proc. 1st Int. Conf. on Site Characterisation, Atlanta, 2, 1033-1038.
100.Gill D.R. and Lehane B.M. (1998). Modelling penetrometer installation using a modified Strain Path Method. Proc. IV Eur. Conf. on numerical methods in geotechnical engineering, Udine, 1, 303-314.
101.Gavin K.G. and Lehane B.M. (1998). Estimating end bearing capacities of driven piles in sand from in-situ tests, Proc. VII Int. Conf. on Piling and Deep foundations, Vienna, 5, 241-247.
102.Phillips D.M. and Lehane B.M. (1998). The lateral capacity of an instrumented pile in glacial till. Proc. VII Int. Conf. on Piling and Deep foundations, Vienna, 5, 131-136.
103.Lehane B.M. and McCabe B.A. (1998). Interaction effects in laterally loaded pile groups. In Advances in civil and structural engineering computing practice, Edinburgh, 1, 393-399. doi: 10.4203/ccp.56.11.2.
104.Chow F.C., Jardine R.J. and Lehane B.M. (1998). Research with instrumented piles to improve the understanding of displacement pile behaviour. Proc. Int. Conf. on Soil Structure Interaction in Urban Civil Engineering, Darmstadt, 2, 255-268.
105.Ramsey N., Jardine R.J., Lehane B.M. and Ridley A. A review of soil-steel interface testing with the ring shear apparatus. (1998). Proc. VI Conf. on Offshore site investigation and foundation behaviour, Soc. for Underwater Technology, London, 237-258.
106.Lehane B.M. (1998). In-situ testing in Ireland: Recent developments. Ground Investigation in Ireland, Irish Inst. of Civ. Engineers, 31-36.
107.Jardine R.J., Lehane B.M. and Smith P.R. (1999). Field research with instrumented displacement piles and rigid pad foundations at Bothkennar. Characterization of soft marine clays, 255-270, Balkema, Rotterdam.
108.Lehane B.M. (1999). Predicting the restraint to integral bridge deck expansion. Proc. XII Eur. Conf. on Soil Mech and Fdn. Engng., Amsterdam, 2, 797-802.
109.Lehane B.M. (1999). Editor, The 1999 Young geotechnical researchers forum. Trans Inst. of Engng of Ireland, 2000, 122, 8-25.
110.Lehane B.M., Phillips D., Paul T.S. and Horkan E. (1999). Instrumented tests on piles subjected to combined axial and lateral load. Proc. XII Eur. Conf. on Soil Mech and Fdn. Engng., Amsterdam, 2, 1145-1150.
111.Lehane B.M. (2000). A new local instrumentation system for triaxial tests. Geotechnics of hard soils and soft rocks, 3, 1433-1434, Balkema, Rotterdam.
112.Lehane B.M., Creed M.C., Orr T.L., Long M.M. and Rodgers M. (2000). Geotechnical education in Ireland. Proc Int. Conf. on Geotechnical Engineering, Education and training, Sinaia, Romania, 1, 127-130.
113.O’Loughlin C. and Lehane B.M. (2001). Modelling the 1-D creep behaviour of Irish peat. Proc. XV Int. Conf. on Soil Mechanics and Fdn. Engng., Istanbul,1, 223-226.
114.Cosgrove E., Lehane B.M. and Ng C W.W. (2001). Sand tested under cyclic triaxial conditions with constant radial stress. Proc. XV Int. Conf. on Soil Mech. and Fdn. Engng., Istanbul, 1, 63-66.
115.O’Loughlin C. and Lehane B.M. (2001). Investigating 1-D creep characteristics of organic soils. Proc. III Int. Conf. on Soft Soil Engineering, Hong Kong, 1, 369-375.
116.Lehane B.M. Earthworks in Transportation: An overview. (2001). Geotechnical Engineering in Transportation, Irish Inst. of Civ. Engineers, 102-109.
117.De Cock F., Legrand C. and Lehane B.M. (2002). Overview of design methods for axially loaded piles in Europe. Proc. IX Int. Conf. on Piling and Deep foundations, Nice, France .
118.McCabe B.A. and Lehane B.M. (2003). Stress changes associated with driving pile groups in clayey silt. Proc. XIII Eur. Conf. on Soil Mech and Fdn. Engng., Prague, 2, 271-276.
119.Lehane B.M., McCabe B.A. and Jardine R.J. (2003). One-way axial cyclic tension loading of driven piles in clay. BGA Int. Conf. On Foundations, Dundee, 493-406. doi: 10.1680/fiodap.32446.
120.O’Loughlin C.D. and Lehane B.M. (2003). Tertiary compression of fibrous peat. Int. Conf. on problematic soils, Nottingham, 2, 419-426.
121.Gavin K.G., Lehane B.M. and Prieto C. (2003). The development of skin friction on pipe piles in overconsolidated sand. Proc. XIII Eur. Conf. on Soil Mech and Fdn. Engng., Prague, 2, 161-166.
122.O’Loughlin C., Lehane B.M. and White D.J. (2003). Deformation patterns in sand beneath shallow foundations subjected to vertical loading. Proc. XIII Eur. Conf. on Soil Mech and Fdn. Engng., Prague, 2, 767-772.
123.Gavin K.G. and Lehane B.M. (2003). End bearing of small pipe piles in dense sand. BGA Int. Conf. On Foundations, Dundee, 321-330. doi: 10.1680/fiodap.32446.
124.O’Loughlin C.D. and Lehane B.M. (2003). A study of the link between composition and compressibility of peat and organic soils. Proc. 2nd International Conference on Advances in Soft Soil Engineering and Technology, Putrajaya, Malaysia, 1, 135-152.
125.O’Loughlin C.D. and Lehane B.M. (2003). Measurement and prediction of deformation patterns beneath strip footings in sand. BGA Int. Conf. On Foundations, Dundee, 705-714. doi: 10.1680/fiodap.32446.
126.Phillips D.P. and Lehane B.M. (2004). The response of driven single piles subjected to combined loads. Proc 5th Int. Conf. On Case Histories in Geotechnical Engineering, New York, 51-57.
127.Fahey M. and Lehane B.M. (2004). Stiffness parameters for settlement analysis of foundations from pressuremeter, dilatometer and seismic cone testing. Proc 9th Australian- New Zealand Conf., Auckland, 2, 797-803.
128.Lehane B.M., Xu X. and Fahey M. (2004). Investigating the relationship between in situ sand stiffness and dilatometer test parameters. Proc 9th Australian- New Zealand Conf., Auckland, 2, 832-839.
129.Lehane B.M., Jardine R.J. and McCabe B.A. (2004). Response of a pile group in clay to first-time one- way cyclic tension loading. Advances in geotechnical engineering: the Skempton Conf., London, 2, 700-709. doi: 10.1680/aigev1.32644.
130.Leventis, G.E., Alamgir, M., Bicalho, K., Biesiadecki, G., Chang, N-Y., Faiz, A., Gwizdala, K., Karkee, M., Katzenbach, R., Lehane, B.M., Lew, M., Lewis, M., Russon, G. and Wissmann, K.(2004) Case histories of shallow, deep and other foundations, including soil structure interaction, 5th International Conference on Case Histories in Geotechnical Engineering, Missouri, USA, CD: pp GR1 1-13 (2004)
131.Lehane B.M. and Fahey M. (2004). Using SCPT and DMT data for settlement prediction in sand. Proc. 2nd International Conf. on site characterisation, Porto, Portugal, 2004, 2, 1673-1680.
132.Lehane B.M. and Fahey M. (2004). New developments in interpretation of in-situ test data. Proc. 2nd International Conf. on site characterisation, Keynote lecture III-1, Porto, Portugal, 1, 819-824.
133.Tapper L. and Lehane B.M. (2004). Lateral stress development on integral bridge abutments. Proc. 18th Australasian Conf. on Mechanics of Structures and Materials, Perth, 2, 1069-1076.
134.Lehane B.M. and Randolph M.F. (2004). Redistribution in pile group design : a case history. Proc. 18th Australasian Conf. on Mechanics of Structures and Materials, Perth, 2, 1037-1042.
135.Schnaid F., Lehane B.M. and Fahey M. (2004). In-situ characterisation of unusual soils. Proc. 2nd International Conf. on site characterisation, Keynote Lecture I, Porto, Portugal, 1, 49-74.
136.Gallagher D., Gavin. K., McCabe B.A. and Lehane B.M. (2004). Experimental investigation of the response of a driven pile in soft silt. Proc. 18th Australasian Conf. on Mechanics of Structures and Materials, Perth, 2, 991-996.
137.Gavin K. and Lehane B.M. (2005). Estimating the end bearing resistance of pipe piles in sand using the final filling ratio. Proc. Int. Symposium on Frontiers in Offshore Geotechnics, Perth, 717-724. doi: 10.1201/NOE0415390637.ch81.
138.Hebeler G.L., Frost J.D., Schneider J.A. and Lehane B.M. (2005). Cyclic friction piezocone tests for offshore applications. Proc. Int. Symposium on Frontiers in Offshore Geotechnics, Perth, 967-972. doi: 10.1201/NOE0415390637.ch116.
139.Lehane, B.M. and Gaudin, C. (2005). Effects of drained pre-loading on the performance of shallow foundations on overconsolidated clay, 24th International Conference on Offshore Mechanics and Arctic Engineering, New York, USA, American Society of Mechanical Engineers, CD: pp OMAE2005-67559 (2005). doi: 10.1115/OMAE2005-67559.
140.Xu X. and Lehane B.M. (2005). End bearing of closed-ended displacement piles in sand. Proc. Int. Symposium on Frontiers in Offshore Geotechnics, Perth, 733-740. doi: 10.1201/NOE0415390637.ch83.
141.Rattley M., Lehane B.M., Richards D.J. and Gaudin C. (2005). An experimental and numerical study of rate effects for plate anchors in clay. Proc. Int. Symposium on Frontiers in Offshore Geotechnics, Perth, 197-204. doi: 10.1201/NOE0415390637.ch13.
142.Gaudin C., Lehane B.M. and Wallis P. (2005). A centrifuge study of the monotonic and cyclic resistance of piles and pile groups in sand. Proc. Int. Symposium on Frontiers in Offshore Geotechnics, Perth, 749-756. doi: 10.1201/NOE0415390637.ch85.
143.Schneider J.A. and Lehane B.M. (2005). Correlations for shaft capacity of offshore piles in sand. Proc. Int. Symposium on Frontiers in Offshore Geotechnics, Perth, 757-764. doi: 10.1201/NOE0415390637.ch86.
144.Xu X., Lehane B.M. and Schneider J.A. (2005). Evaluation of end bearing capacity of open-ended piles in sand from cone penetration data. Proc. Int. Symposium on Frontiers in Offshore Geotechnics, Perth, 725-732. doi: 10.1201/NOE0415390637.ch82.
145.Xu, X. and Lehane, B.M. (2005). Evaluation of pile base resistance in sand from CPT data, 2nd World Forum of Chinese Scholars in Geotechnical Engineering, NanJing, China, HoHai University, pp 172-178.
146.White D.J., Schneider J.A. and Lehane B.M. (2005). The influence of the pile end condition on the shaft capacity of displacement piles in sand. Proc. Int. Symposium on Frontiers in Offshore Geotechnics, Perth, 741-748. doi: 10.1201/NOE0415390637.ch84.
147.Lehane B.M., Schneider J.A. and Xu X. (2005). The UWA-05 method for prediction of axial capacity of driven piles in sand. Proc. Int. Symposium on Frontiers in Offshore Geotechnics, Perth, 683-690. doi: 10.1201/NOE0415390637.ch76.
148.Lehane B.M. (2006). Pile Foundations: Installation, quality control, performance and case histories. General Report in Proc. 16th International Conference in Soil Mechanics and Geotechnical Engineering, Osaka, 5, 3089-3096.
149.McCabe B.A. and Lehane B.M. (2006). Prediction of pile response using a simplified non-linear finite element model. Proc. 6th European Conference on numerical methods in Geotechnical Engineering. Graz, Austria (in press). doi: 10.1201/9781439833766.ch85.
150.Xu X., Lehane B.M., Gaudin C., Zhang T. and Liu H.L. (2006). Centrifuge studies of single and group displacement piles in clay. Proc. 6th Int. Conf. Physical Modelling in Geotechnics, 895-900. doi: 10.1201/NOE0415415866.ch129.
151.Schneider J.A. and Lehane B.M. (2006). Effects of width for square centrifuge displacement piles in sand. Proc. 6th Int. Conf. Physical Modelling in Geotechnics, 867-873. doi: 10.1201/NOE0415415866.ch125.
152.Gaudin C. and Lehane B.M. (2006). Centrifuge modelling of pile groups in sand. Proc. 6th Int. Conf. Physical Modelling in Geotechnics, 835-840. doi: 10.1201/NOE0415415866.ch120.
153.Lehane B.M. Geotechnical considerations for integral bridge abutments. Keynote lecture in Proc. 3rd Symp. Bridge and Infrastructure Research in Ireland. Dublin, October 2006.
154.McCabe B.A. and Lehane B.M. (2006). Pile group stiffness prediction. Proc. 3rd Symp. Bridge and Infrastructure Research in Ireland. Dublin, October 2006.
155.Lehane B.M., Schneider J.A. and Xu X. (2007). CPT-based design of displacement piles in siliceous sands. Keynote paper: Proc. Int. Workshop on recent advances in deep foundations, Tokyo, 95-112, Japanese Geotechnical Society. doi: 10.1201/9780203938416.ch4.
156.Lehane B.M., Schneider J.A. and Xu X. (2007). Development of the UWA-05 design method for open and closed Ended Driven piles in siliceous sand. Geotechnical Special Publication No. 158, Proc. Geo-Denver, ASCE, 1-10. doi: 10.1061/40902(221)12.
157.Xu X. and Lehane B.M. (2007). The effect of adjacent clay layers and seams on the ultimate base resistance of piles in sand. Proc. 6th ANZ Conference, Brisbane, 1, 598-603.
158.Schneider J.A., White D.J. and Lehane B.M. (2007). Shaft friction of driven piles in siliceous, calcareous and micaceous sands. Proc. 6th Int. Conf. On Offshore Site Investigation and Geotechnics, Society of Underwater technology, London, 1, 367-382.
159.Schneider, J.A., Fahey, M. and Lehane, B.M. (2008). Characterisation of an unsaturated sand deposit by in situ testing. Proc. 3rd International Symposium on Site Characterisation (ISC’3), Taipei, Taiwan, 633–638.
160.McCabe, B.A. and Lehane, B.M. (2008) Measured and predicted t-z curves for a driven single pile in lightly overconsolidated silt, Proceeding 3rd International Symposium on Site Characterisation, ed Huang, A.B. Mayne, P.W., Taipei, Taiwan, Taylor & Francis, 1: pp 487-491 (2008)
161.Lehane B.M., Doherty J.P. and Schneider J.A. (2009). Settlement prediction for footings on sand. Keynote Lecture, Proc. 4th International Symposium on deformation characteristics of Geomaterials, Atlanta, 1, 133-152, IOS press, The Netherlands.
162.Lehane B.M. (2009). Relationships between axial capacity and CPT qc for bored piles in sand. Keynote Lecture, Proc. 5th International Symposium on deep foundations on bored and auger piles, Ghent, 1, 61-76, Taylor Francis Group, UK. doi: 10.1201/9780203882870.pt1c.
163.Lorenti L. Shum D. and Lehane B.M. (2009). Field trial and numerical backanalysis of suction caisson extraction in Hong Kong, Proc. 28th ASME 28th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2009, Hawaii. Doi: 10.1115/OMAE2009-79313.
164.Westgate Z., Tapper L., Lehane B.M. and Gaudin C. (2009). Modelling the installation of stiffened caissons in overconsolidated clay. Proc. 28th ASME 28th International Conference on Ocean, Offshore and Arctic Engineering, Paper No. OMAE2009-79125, Hawaii [Conference Best Paper Award] doi: 10.1115/OMAE2009-79125.
165.Doherty, J.P and Lehane B.M. (2009). Evaluating soil parameters using numerical optimisation. Proc. 17th International Conference on Soil Mechanics and Geotechnical Engineering, Alexandria, 1 , 518-521.
166.Schneider, J.A., Lehane, B.M. and Gaudin, C. (2009). Centrifuge examination of pile jetting in sand. Press-in Engineering 2009: Proc. 2nd IPA International Workshop, New Orleans, 17-24.
167.Mathew, G. and Lehane, B.M. (2010). Greenfield settlement due to EPB bored tunnelling in mixed soils. World Tunnelling Conference (in press)
168.Lorenti, L. and Lehane, B.M. (2010). Numerical Predictions of Model Suction Caisson Behaviour under Static and Cyclic Loading. Proc. Int. Conf. on Numerical Methods in Geotechnical Engineering (in press)
169.Fahey, M. and Lehane, B.M. (2010). Regional report on cone penetration testing for Australia and New Zealand. Proc. 2nd International Symposium on penetration Testing, Huntington Beach, California, Vol. 1, Paper RR7.
170.Schneider, J.A. and Lehane, B.M. (2010). Evaluation of cone penetration test data from a calcareous sand dune. Proc. 2nd International Symposium on penetration Testing, Huntington Beach, California, Vol. 2, Paper 2-28..
171.Schneider, J.A., Xu, X. and Lehane, B.M. (2010). Influence of end bearing formulation on performance of CPT based axial pile design methods in siliceous sands. Proc. 2nd International Symposium on penetration Testing, Huntington Beach, California, Vol. 3, Paper 3-18.
172.Tapper, L., Humpheson, C. and Lehane, B.M. (2010). Foundation design challenges of the MCR-A skirted gravity platform. Proc 2nd Int. Symposium on Frontiers in Offshore Geotechnics, ISFOG-2, Perth, 445-450. doi: 10.1201/b10132-54.
173.Lehane, B.M. (2010). Shallow foundation performance in a calcareous sand. Proc 2nd Int. Symposium on Frontiers in Offshore Geotechnics, ISFOG-2, Perth, 427-432. doi: 10.1201/b10132-51.
174.Lorenti, L., Lehane, B.M and Ismail, M. (2010). Numerical analysis of mudmat contribution to capacity of piled offshore foundations. Proc 2nd Int. Symposium on Frontiers in Offshore Geotechnics, ISFOG-2, Perth, 525-530. doi: 10.1201/b10132-68.
175.Lehane, B.M., Powrie, W. and Doherty J.A. (2010). Centrifuge model tests on piled footings in clays for offshore wind turbines. Proc 2nd Int. Symposium on Frontiers in Offshore Geotechnics, ISFOG-2, Perth, 605-610. doi: 10.1201/b10132-82.
176.Lehane, B.M. (2010). Shaft capacity of drilled and grouted piles in calcareous sandstone. Proc 2nd Int. Symposium on Frontiers in Offshore Geotechnics, ISFOG-2, Perth, 519-524. doi: 10.1201/b10132-67.
177.Lim J.K. and Lehane B.M. (2011). Lateral stress development on displacement piles in siliceous sand. Proc. Int. Conf. on Advances in Geotechnical Engineering, ICAGE-11, Perth, paper #17-3.
178.Li Y., Lehane B.M. and Yong E. (2011). Lateral stresses developed on displacement piles in clay. Proc. Int. Conf. on Advances in Geotechnical Engineering, ICAGE-11, Perth, paper #17-5.
179.Lim J.K. and Lehane B.M. (2011). A laboratory study of displacement pile set-up in sand. Proc. Int. Conf. on Advances in Geotechnical Engineering, ICAGE-11, Perth, paper #22-7.
180.Amoroso S., Lehane B.M. and Fahey M. (2012). Determining G-γ decay curves in sand from a seismic dilatometer test. Proc. 4th Int. Conf. on Geotechnical and Geophysical Site Characterisation, 1, ISC4, Recife, Brazil, 447-452.
181.Colcott R. and Lehane B.M. (2012). The design, development and application of a new DMT. Proc. 4th Int. Conf. on Geotechnical and Geophysical Site Characterisation, 1, ISC4, Recife, Brazil, 565-570.

182.Suzuki Y., Lehane B.M. and Fourie A. (2012). A comparison of the rate dependence of piezocone parameters in a tailings deposit and estuarine clay Proc. 4th Int. Conf. on Geotechnical and Geophysical Site Characterisation, 1, ISC4, Recife, Brazil, 809-816.
183.Lehane B.M. (2012). Foundation capacity from the CPT. Keynote Lecture, Proc. 4th Int. Conf. on Geotechnical and Geophysical Site Characterisation, 1, ISC4, Recife, Brazil, 63-82.
184.Lehane B.M. and Doherty J. (2012). Grouting to improve the rotational stiffness of piles in sand. Proc 11th Australia New Zealand Conference on Geomechanics, Melbourne, 1159-1164.
185. Lim J.K. and Lehane B.M. (2012) Experimental set-up for investigation of ageing effects in pile shaft friction. Proc 11th Australia New Zealand Conference on Geomechanics, Melbourne, 320-325.
186.Lim J.K. and Lehane B.M. (2012). Large displacement shearing at the shafts of piles in sand. The 9th International Conference on Testing and Design methods for Deep Foundations, IS-Kanazawa, 741-747.

Roles, responsibilities and expertise
Deputy Head , School of Civil & Resource Engineering, UWA
Technical & Research Leader (Geotechnics) for Arup Australasia
Funding received
Current active research programmes include:

•Numerical derivation of CPT-based p-y curves for laterally loaded piles
•The geotechnical characteristics of sediments in Australia’s North West Shelf
•The lateral response of piles in weak rock
•Ageing of pile shaft friction in sands
•Characterisation of Australian (lateritic) residual soils


•Application of the dilatometer to settlement prediction in sands
•Extraction resistance of suction caissons
•Hybrid foundations for offshore wind turbines
•Reliability of foundation designs
•Re-loading and re-use of shallow foundations
•The response of skirted foundations to combined loading
•Soil structure interaction for integral bridges
In-situ test based methods for pile design
•The application of factors of safety in Finite Element geotechnical designs
•Load transfer to buried pipes
•The effects of particles shape on the shear strength of granular soils
Industrial relevance
Advice to Arup for offshore projects:
•Yolla (Bass Strait)
•Maari (New Zealand)
•MCR-A (Turkmenistan)
•Riser Support structure (North West Shelf)
•Reindeer & Pluto drilled and grouted piles in Australian NWS
•Driven piles in Napa Napa (PNG), for ODP-A (Caspian Sea) and in the Sakhalin field
•Drag anchors for FPSOs in the Australian NWS
•Subsea pipeline facilities in NW shelf (Australia) and in Manifa (Saudi Arabia)
•Suction caissons for CLP met mast (Hong Kong)
•Spud can punch-through in Australian NWS

Advice to Arup Perth for onshore and nearshore projects:
•Esperance Rail Access Corridor
•Otway Foundations
•Gladstone GLNG materials offloading facility (MOF) and dolphins
•Bridge abutments on new Perth-Mandurah rail line
•Raffles hotel, Canning Bridge
•Gorgon and Browse breakwaters
•Diaphragm walling at Bishop See in Perth CBD
•Tank foundations at Pinjarra and Busselton
•Hocking Shopping Centre
•Rockingham City Development
•Jetty strengthening at Lumut (Malaysia)
•Blaydin Point development (Darwin)
•Ground improvement and pipeline design at Devils Creek
•Medical Research hospital, Nedlands
•Perth Convention Centre
•Remedial work, Mesa A stacker, Pilbara

Advice to Arup Sydney/Brisbane
•Sandgate bridge foundations
•Anzac Parade Basement Sydney
•Bridge duplication Camden Haven River
•Parramatta station extension
•Brisbane domestic airport extension
•Brisbane airport link
•Queensland LNG port facilities
•Bridge abutments for Hunt8r alliance

Peer Review for projects such as:
•Pile design for Safaniya Field, Arabian Gulf (for Fugro)
•Fremantle quay strengthening works (for Golder)
•Port of Melbourne underwater containment bunds (for SKM)
•Perth desalination plant (for Worley Parsons),
•Pier 8 foundations for Goongoonup rail bridge (for Clough Engineering)
•Rectification works for Eastern abutment of Goongoonup rail bridge (for AECOM)
•Foundations for Zakum Islands , Abu Dhabi (for Fugro)


Design for Piling Contractors (basements + foundations), 150+ projects including:
•Bunbury forum expansion,
•Pedestrian bridge (Busselton)
•Wren Oil tanks (Bunbury),
•Allnet reserve, Veneto Lane & Treviso mews (Mandurah)
•Cockburn cement factory
•Alcoa Worsley tanks
•South beach apartments (South Fremantle)
•Ozone Pearl (Scarborough)
•Hammersmith (Joondalup)
•Cockburn Shopping Centre
•Margaret River Woolworths
•Sky Apartment building on Esplanade (South Perth)
•Karratha underpass
•Hotham street cyclic way underpass
•Reginald Street (Busselton)
•Bunbury Entertainment Centre
•RAC building (North Perth)
•UWA Chemistry building
•Altus tower
•Criterion hotel
•City West basement
•Claremont apartments
•Double basement- Leederville
•Cloisters, Hay Street
•HIF building
•Cancer research building, Nedlands
•239 Pier Street
•9 The Esplanade, St Perth
•West Australian Newspapers, Jon Sanders Drive

Forensic Investigations for:
•West Australian Newspapers, Jon Sanders Drive
•Damage to Trinity Church (St. Georges Tce., Perth)
•Cracking of Telstra building (North Perth)
•Collapsing Stacker (Pilbara)
•Driven pile induced damage (Perth CBD)
•Large rotations of apartment blocks (Cork, Ireland)
•Progressive mine collapse, Kingscourt, Ireland

Centrifuge Investigations for:
•Installation mechanisms for the skirt foundations of MCR-A (Caspian Sea)
•Suction caisson performance for CLP met mast in Hong Kong
•Pile group tension capacity for Singapore Flyer
•Integral bridge design for Channel Tunnel Rail-link

Expert witness for :
•Bridge foundation movements, Perth
•Slurry trench collapse, Perth
•Warnbro footings
•Excavation collapse in Kinsale, Ireland
•Instability of landfill, Avoca, Ireland

Pre-2001
•Advice to Gypsum Industries , John Barnett & Associates, MC O’ Sullivan, Arup and CainWhite engineering .
•Co-ordination of instrumentation projects for road works and piling contracts
•Director of Irish Centre for Offshore and Marine Geotechnics
•Advice to Midas IT software (Korea) for integral bridge design program
•Senior Geotechnical designer for MTRC Kowloon and Tsing Yi stations and interlinking running tunnels (forming part of the railway to Chek Lap Kok)
•Technical leader for production of interpretative geotechnical report for CrossRail tunnel in London
•Design and supervision of foundations such :
oNorth Fleet Jetty, London
oRaft for Moorgate Hall, City of London
oBillingsgate market refurbishment including installation of grout curtain and jetty construction
oDidcot reinforced embankments, UK
oDarlington Town Centre re-development
oPiles for Bangkok Elevated Rail Transit (Thailand)
oBP Grangemouth tanks (Scotland)
•Programming of OASYS FREW, VDISP, ALP, MINLIN, STAWAL & PILSET commercial software packages for wall, shallow foundation and pile design
•Offshore platform feasibility studies for Sumitomo and BP, Foundation design for Ravenspurn C gravity platform in North Sea.
Memberships
FIEAust, CPEng, FTCD
Honours and awards
Armstrong PhD prize,1992, University of London I
Instit. of Engineers of Ireland, Geotechnical prize, 1994 & 1998
Instit. of Engineers of Ireland, Civil Engineering prize, 1995
Bishop medal, 2004, ICE
Thomas Telford premium Prize, ICE, 2008
Previous positions
Ove Arup & Partners (1984-1988 and 1992-1993)
Imperial College London (1988-1992)
Trinity College Dublin (1993-2002)
University of Western Australia (2002- present)
Teaching
Applied Geomechanics
Foundation Engineering
Underground Construction
Environmental Geomechanics
Soil Mechanics
Research profile
Research profile and publications
 

The University of Western Australia

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Tuesday, 3 November, 2015 2:39 PM