William S. Kaggwa

发表

Effect of sample location on the reliability based design of pad foundations

Gordon A. Fenton, Mark B. Jaksa, Harry G. Poulos, 2007 .

Measuring the risk of geotechnical site investigations

D. V. Griffiths, Harry G. Poulos, Gordon A. Fenton, 2007 .

Significance of Geometry of Backfill on the Lateral Earth Pressure Distribution on Retaining Walls that Support Cohesive Soils

Mohamed Elchalakani, William S. Kaggwa, 1997 .

An Improved Technique for Evaluating the CPT Friction Ratio

Mark B. Jaksa, William S. Kaggwa, Peter I. Brooker, 2000 .

Towards reliable and effective site investigations

Gordon A. Fenton, Mark B. Jaksa, D. V. Griffiths, 2005 .

Probability-Based Diagnosis of Defective Geotechnical Engineering Structures

William S. Kaggwa, W. Kaggwa, 2005 .

Effect of radial distance of a single CPT sounding on the probability of over- and under-design of pile foundation

Mark B. Jaksa, Yasuhiro Mitani, Ardy Arsyad, 2010 .

A framework for quantifying the reliability of geotechnical investigations

Gordon A. Fenton, Mark B. Jaksa, Harry G. Poulos, 2003 .

DEVELOPMENT OF AUTOMATED DILATOMETER AND COMPARISON WITH CONE PENETRATION TESTS AT THE UNIVERSITY OF ADELAIDE, AUSTRALIA

William S. Kaggwa, Mark B. Jaksa, R K Jha, 1996 .

ANN-based model for predicting the bearing capacity of strip footing on multi-layered cohesive soil

Andrei V. Lyamin, William S. Kaggwa, Mark B. Jaksa, 2009 .

Closure to “Inaccuracies Associated with Estimating Random Measurement Errors” by Mark B. Jaksa, Peter I. Brooker, and William S. Kaggwa

Mark B. Jaksa, William S. Kaggwa, P. Brooker, 1999 .

Modelling the Spatial Variability of the Undrained Shear Strength of Clay Soils Using Geostatistics

Mark B. Jaksa, William S. Kaggwa, P. Brooker, 1997 .

INFLUENCE OF LARGE GUM TREES ON THE SOIL SUCTION PROFILE IN EXPANSIVE SOILS

Mark B. Jaksa, William S. Kaggwa, M. Jaksa, 2002 .