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1988 Journal Article Potential engineering risks in the earthquake hazard to the east coast of QueenslandWilliams, David J. (1988). Potential engineering risks in the earthquake hazard to the east coast of Queensland. IEAust, Civil Engineering Transactions, CE30 (5), 307-317. |
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1987 Journal Article Engineering implications of the linear regression of geotechnical dataMorris, Peter H., RYNN, J.M.W. and Williams, David J. (1987). Engineering implications of the linear regression of geotechnical data. IEAust, Civil Engineering Transactions, CE29 (4), 239-247. |
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1986 Journal Article Reply to Discussion: Laboratory and field strength of mine waste rockWilliams, David J. (1986). Reply to Discussion: Laboratory and field strength of mine waste rock. IEAust, Civil Engineering Transactions, CE28 (1), 126-127. |
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1985 Journal Article EXPERIMENTALLY DETERMINED DISTRIBUTION OF STRESS AROUND A HORIZONTALLY LOADED MODEL PILE IN DENSE SANDWilliams, D. J. and Parry, R. H G (1985). EXPERIMENTALLY DETERMINED DISTRIBUTION OF STRESS AROUND A HORIZONTALLY LOADED MODEL PILE IN DENSE SAND. Civil engineering transactions, 27 (3), 263-268. |
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1985 Journal Article LABORATORY AND FIELD STRENGTH OF MINE WASTE ROCKWilliams, D. J. and Walker, L. K. (1985). LABORATORY AND FIELD STRENGTH OF MINE WASTE ROCK. Civil engineering transactions, 27 (3), 299-304. |
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1985 Journal Article Laboratory and field strength of mine waste rockWilliams, David J. and Walker, L. K. (1985). Laboratory and field strength of mine waste rock. IEAust, Civil Engineering Transactions, CE27 (3), 299-305. |
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1985 Journal Article Experimentally determined distribution of stress around a horizontally loaded model pile in dense sandWilliams, David J. and Parry, R. H. G. (1985). Experimentally determined distribution of stress around a horizontally loaded model pile in dense sand. IEAust, Civil Engineering Transactions, CE27 (3), 263-268. |
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1981 Journal Article MODEL PILE TESTS IN DENSE NORMALLY CONSOLIDATED SANDWilliams, D. J. and Parry, R. H.G. (1981). MODEL PILE TESTS IN DENSE NORMALLY CONSOLIDATED SAND. Technical Report - CSIRO, Division of Mechanical Engineering, 281-287. |