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School of Civil, Environmental |
William Gilbert Sebudde KaggwaSenior Lecturer
Phone: +61 8 830 35471
Personal | Publications | Research | Teaching | Consulting PersonalAcademic QualificationsBSc(Eng), Makerere University 1979, Uganda; MEngSc, University of Sydney, 1981; PhD, University of Sydney, 1989. Membership and AffiliationsMember, Institution of Engineers Australia; Chartered Professional Engineer
(CP.Eng); Area of Specialisation:Geotechnical Engineering ExperienceDr Kaggwa has worked in the Department of Civil & Environmental Engineering
at Adelaide University since 1990. Prior to that he worked for two years as a
Research Associate in the Centre for Geotechnical Research at the University of
Sydney. He has been a visiting Research Fellow at Makerere University, Uganda.
He is active in research and consulting. He has acted as a consultant on soil
and rock investigations for slope stability, assessment of existing embankments
and dams owned by Transport SA, SA Water, and Flinders Power Pty Ltd. PublicationsRefereed Journal Publications1. Kaggwa, W S (2005). "Probability based diagnosis of defective geotechnical
engineering structures". Constructed Facilities J., ASCE, Vol. 19, No. 4,
pp. 308-315. 4. Jaksa, M. B., Kaggwa, W. S., Woodburn, J. A. and Sinclair, R. (2002). Influence
of Large Gum Trees on the Soil Suction Profile in Expansive Soils. Australian
Geomechanics, Vol. 37, No. 1, pp. 23-33. 5. Cheong, M. T. and Kaggwa, W. S. (2002). Settlement Prediction - How Much
is it a Matter of Luck? Australian Geomechanics, Vol. 37, No. 1, pp. 25-31. 6. Jaksa, M. B., Brooker, P. I. and Kaggwa, W. S. (1999). Closure to Inaccuracies
Associated with Estimating Random Measurement Errors. Journal of the Geotechnical
and Geo-environmental Engineering Division, ASCE, 125(1), 81. 7. Kaggwa, W. S. and Ossa, T. G. (1999). Determination of the Equivalent Effective
Stress State for Desiccated Soils. Australian Geomechanics, 34(4), 5-15. 8. Jaksa, M.B., Brooker, P.I. and Kaggwa, W.S. (1997). Inaccuracies Associated
with Estimating Random Measurement Errors. Journal of the Geotechnical and Geoenvironmental
Engineering, The Geo-Institute of American Society of Civil Engineering, 123(5),
393-401. 9. Kaggwa, W.S. (1997). Application of Probabilistic Reasoning in the Diagnosis
of Geotechnical Problems. Australian Geomechanics, 32(4), 25-37. 10. Kaggwa, W.S. and Elchalakani, M. (1997). Significance of Geometry of Backfill
on the Lateral Earth Pressure Distribution on Retaining Walls that Support Cohesive
Soils. Civil Engineering Transactions, IEAust, CE39(4), 77-85. 11. Kaggwa, W.S. (1996), A case for Flexibility in Geomechanics Education
for the Practitioner, Australian Geomechanics, December, Vol. 30, pp. 25 - 28. 12. Jaksa, M.B. and Kaggwa, W.S. (1994). Geotechnical Engineering software
recently developed at the University of Adelaide, Australian Geomechanics, No.
26, October, pp. 33-38. 13. Kaggwa, W.S. (1994). Additional Movements of Heavily Loaded Rigid Foundations
due to Moisture Changes in Expansive Soils, a Simplified Analysis. Australian
Geomechanics, 26(2), 74-79. 14. Kaggwa, W.S. (1992): On In-situ Stresses, Soil Suction, Undrained Shear
Strength and Ko of Expansive Clays from Adelaide City, Civil Engineering Transactions,
IEAust, Vol. CE34, No.2, April. 15. Kaggwa, W.S., Booker, J.R. and Carter, J.P. (1991). Residual strains in
calcareous sand due to irregular cyclic loading, Journal of Geotechnical Engineering
Division, ASCE, Vol. 117, GT2, pp. 201-218. Refereed Conference Publications1. Goldsworthy, J. S., Jaksa, M. B., Kaggwa, G. W. S., Fenton, G. A., Griffiths,
D. V. and Poulos, H. G. (2005). Reliability of Site Investigations Using Different
Reduction Techniques for Foundation Design. Proc. 9th Int. Conf. on Structural
Safety and Reliability, Rome, July. Accepted. To appear. 2. Goldsworthy, J. S., Jaksa, M. B., Kaggwa, W. S., Fenton, G. A., Griffiths,
D. V. and Poulos, H. G. (2004). Cost of Foundation Failures Due to Limited Site
Investigations. Proc. Int. Conf. On Structural and Foundation Failures, Singapore,
August, pp. 398-409. 3. Goldsworthy, J. S., Jaksa, M. B., Kaggwa, W. S., Fenton, G. A., Griffiths,
D. V., Poulos, H. G. and Kuo, Y. L. (2004). The Influence of Site Investigations
on the Design of Pad Footings. Proc. 9th Australia New Zealand Conference on Geomechanics,
Auckland, Vol. 1, pp. 282-288. 4. Chok, Y. H., Kaggwa, W. S., Jaksa, M. B. and Griffiths, D. V. (2004). Modelling
the Effects of Vegetation on Stability of Slopes. Proc. 9th Australia New Zealand
Conference on Geomechanics, Auckland, Vol. 1, pp. 391-397. 5. Kuo, Y. L., Jaksa, M. B., Kaggwa, W. S., Fenton, G. A., Griffiths, D. V.
and Goldsworthy, J. S. (2004). Probabilistic Analysis of Multi-layered Soil Effects
on Shallow Foundation Settlement. Proc. 9th Australia New Zealand Conference on
Geomechanics, Auckland, Vol. 2, pp. 541-547 6. Jaksa, M. B., Kaggwa, W. S., Fenton, G. A. and Poulos, H. G. (2003). A
Framework for Quantifying the Reliability of Geotechnical Investigations. Applications
of Statistics and Probability in Civil Engineering, ICASP9, A. Der Kiureghian,
S. Madanat and J. M. Pestana (eds.), San Francisco, Millpress, Rotterdam, Vol.
2, pp. 1285-1291. 7. Kaggwa, W. S., Cheong, M. T. and Jaksa, M. B. (2002). Assessment of the
Luck Associated With the Settlement Predictions That Are Based on Elastic Theory.
Proc. Int. Conf. on Probabilistics in GeoTechnics: Technical and Economic Risk
Estimation, R. Pöttler, H. Klapperich and H. Schweiger (eds.), Graz, Austria,
United Engineering Foundation, New York, pp. 79-86. 8. Kaggwa, W.S. (2000). Determination of the spatial variability of soil design
parameters and its significance in geotechnical engineering analyses, Proceedings,
John Booker Memorial Symposium, 16-17 November, Sydney, Balkema 681 - 703 9. Kaggwa, W. S. and Stassinopoulos, N. (2000). Diagnosis of a Defective Crib
Retaining Wall Using a Probabilistic Approach. Proceedings Int. Conf. On Geot.
And Geol. Engrg, GeoEng 2000 (On CD). 10. Kaggwa, W. S. and Ossa, T. (1999), High Pressure Triaxial Testing of Desiccated
Keswick Clay. Proceedings 8th Australia New Zealand Conference on Geomechanics,
Hobart, February 14-18, Vol. 2, pp. 841 - 847. 11. Jaksa, M. B., Brooker, P. I. and Kaggwa, W. S. (1999). Experimental Evaluation
of the Scale of Fluctuation of a Stiff Clay. Proceedings 8th Int. Conf. On the
Application of Statistics and Probability, R. E. Melchers and M. G. Stewart (eds.),
Sydney, A. A. Balkema, Rotterdam, (Publ. 2000) Vol. 1, pp. 415-422. 12. Kaggwa, W.S. and Elchalakani, M. (1996). Effect of limited backfill on
the lateral pressure distribution on cantilever retaining walls in clays, Proceedings,
Seventh Australia - New Zealand Geomechanics Conference, Adelaide, July 1 - 5,
pp. 649 - 654. 13. Kaggwa, W.S., Jha, R.K. and Jaksa, M.B. (1996). Use of dilatometer and
cone penetration tests to estimate settlements of footings on calcareous sand,
Proceedings, Seventh Australia - New Zealand Geomechanics Conference, Adelaide,
July 1 - 5, pp. 909 - 914. 14. Jaksa, M.B., Brooker, P.I. and Kaggwa, W.S. (1996). The influence of spatial
variability on geotechnical engineering design, Proceedings, Seventh Australia
- New Zealand Geomechanics Conference, Adelaide, July 1 - 5, pp. 526 - 531. 15. Jaksa, M.B., and Kaggwa, W.S. (1996). Generalised geotechnical engineering
properties of the Keswick and Hindmarsh Clays, Proceedings, Seventh Australia
- New Zealand Geomechanics Conference, Adelaide, July 1 - 5, pp. 897 - 902. 16. Jaksa, M.B., Kaggwa, W.S. and Gamble, S.K. (1996). CATIGE for Windows,
- A computer aided teaching suite for geotechnical engineering, Proceedings, Seventh
Australia - New Zealand Geomechanics Conference, Adelaide, July 1 - 5, pp. 976
- 980. 17. Meyers, A.G., Priest, S.D. and Kaggwa, W.S. (1996). The determination
of rock mass strength for engineering design, Proceedings, Seventh Australia -
New Zealand Geomechanics Conference, Adelaide, July 1 - 5, pp. 209 - 215. 18. Jaksa, M.B., Brooker, P.I. and Kaggwa, W.S. (1996), Modelling the spatial
variability of the undrained shear strength of clay soils using geostatistics,
Proceedings of the Fifth International Geostatistics Congress, Wollongong '96,
22 - 27 September, pp. 19. Doherty, L.E., Kaggwa, W.S. and Warner, R.F. (1996), Conceptual design
and creativity in the engineering curriculum, Proceedings of the IASS Symposium
on Conceptual Design of Structures, Stuttgart, October 7 - 11, pp. 482 - 489. 20. Kaggwa, W.S. and Morgan, P.J. (1995). Numerical modelling of loaded foundations
undergoing soil swelling and shrinkage, Buildings & Structures Subject to
Ground Movement, Newcastle, Feb. 5 - 7, pp. 43 - 52. 21. Kaggwa, W.S., Jaksa, M.B. and Jha, R.K. (1995). Development of automated
dilatometer and cone penetration tests at the University of Adelaide, Int. Conf.
on Advances in Site Investigation Practice, Institution of civil Engineers, U.K.,
London, March 30 - 31. 22. Elchalakani, M. and Kaggwa, W.S. (1995). Numerical Modelling of Retaining
Walls with Limited Backfill, Eleventh African Regional Conference on Soil Mechanics
and Foundation Engineering, Vol.2, Cairo, December 5 - 11, pp.576-584. 23. Herraman, R.A., Kaggwa, W.S. and Washyn, R. (1994). Investigation into
differential movement associated with a reinforced earth abutment railway overpass,
Austroads 1994 Bridges Conference, Melbourne, February 16 - 18, pp. 53.1 - 9. 24. Chris, C.B., O'Neil, B.K., Middleberg, A.P.J. and Kaggwa, W.S. (1994).
Prediction of the pressure drop across a compressible packed bed of chromatography
resin, Conference Proceedings CHEMECA '94 Process Technology Australia's Opportunity,
Perth, 25 - 28 September, pp. 133 - 140. 25. Jaksa, M.B., Kaggwa, W.S. and Brooker, P.I. (1993). Geostatistical modelling
of the spatial variation of the shear strength of a stiff, overconsolidated clay,
Conference on Probabilistic Methods in Geotechnical Engineering, 10 - 12 February,
Canberra, Australia. 26. Kaggwa, W.S. and Jaksa, M.B. (1992): Normalised Shear Strength and Compressibility
Characteristics of Adelaide Expansive Clay, Pro. 6th. ANZ Geomechanics Conference,
Christchurch, 3 - 6 February, pp. 330-335. 27. Jaksa, M.B. and Kaggwa, W.S. (1992): Degree of Saturation of the Keswick
Clay Within the Adelaide City Area Above the General Groundwater Table, Pro. 6th.
ANZ Geomechanics Conference, Christchurch, 3 - 6 February, pp. 336-341. 28. Kaggwa, W.S. and Booker, J.R. (1991). Model of Cyclic Behaviour of Calcareous
Sand and its Application to Wave Loading, Pro, 7th. Int. Conf. on Computer Methods
and Advances in Geomechanics, Cairns, 6 - 10 May, pp. 753-758, G. Beer, J.R. Booker
and J.P. Carter, ed. ResearchCurrent research interests
TeachingCourses Taught in 2005
Courses - The Principal Lecturer/Co-ordinator
Consulting Activities |
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