Design Parameters for EPS Geofoam von Negussey, D.

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Forensic Investigation of a Wide Culvert Reconstruction Failure von Negussey, D, Andrews, L, Singh, S, Liu, C

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Rapid Construction and Settlement Behavior of Embankment Systems on Soft Foundation Soils von Farnsworth, C. B, Bartlett, S. F, Negussey, D, Stuedlein, A. W

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Design Parameters for EPS Geofoam von Negussey, D.

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Stabilization of Embankment Slope with Geofoam von Jutkofsky, Walter S., Teh Sung, J., Negussey, Dawit

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Generalized stress-path-dependent soil behaviour with a new hollow cylinder torsional apparatus von Vaid, Y. P, Sayao, A, Hou, Enhuang, Negussey, D

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Uniqueness of steady state and liquefaction potential von Negussey, D, Islam, M.S

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Constant-volume friction angle of granular materials von Negussey, D, Wijewickreme, W. K. D, Vaid, Y. P

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Rapid Construction and Settlement Behavior of Embankment Systems on Soft Foundation Soils von Farnsworth, C B, Bartlett, S F, Negussey, D, Stuedlein, A W

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Geomembrane interface friction von Negussey, D, Wijewickreme, W. K. D, Vaid, Y. P

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Sand deformation under proportional loading von Negussey, D, Vaid, Y. P

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A simple stress path analog for the triaxial test von Vaid, Y. P, Negussey, Dawit

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Constant-volume friction angle of granular materials: Reply von Negussey, D, Wijewickreme, W. K. D, Vaid, Y. P

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A Critical Assessment of Membrane Penetration in the Triaxial Test von Vaid, YP, Negussey, D

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Putting polystyrene to work von Negussey, Dawit

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Particle Gradation and Liquefaction von Vaid, Y. P, Fisher, J. M, Kuerbis, R. H, Negussey, D

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Relative density of pluviated sand samples von Vaid, Y.P, Negussey, D

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Capacity building in the engineering environment: the WFEO guidebook von Daniel D. Clinton, J. Cleland, D. Botha, Kevin Wall, M. Sanio, D. Negussey, S. Lewis

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Stress Dilatancy of Sand at Small Stress Ratio States von Negussey, Dawit, Vaid, Y.P.

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Stress dilatancy of sand at small stress ration states. Discussion and closure von DI PRISCO, C, NOVA, R, NEGUSSEY, D, VAID, Y.P

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