Search Results - "Wanatowski, D."

Noncoaxial Behavior of Sand under Various Stress Paths by Cai, Y, Yu, H.-S, Wanatowski, D, Li, X

“…AbstractIn this paper, the results of three series of drained tests carried out on sands using hollow cylinder apparatus are presented. The noncoaxiality,…”
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Effect of Loading Mode on Strain Softening and Instability Behavior of Sand in Plane-Strain Tests by Chu, J, Wanatowski, D

“…Experimental data to study the effect of loading mode on the strain softening and instability behavior of sand under plane-strain conditions are presented in…”
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Instability of Loose Sand under Drained Conditions by Chu, J, Leong, W. K, Loke, W. L, Wanatowski, D

“…A type of prefailure instability which occurs under fully drained conditions is studied in this paper. It is observed experimentally that when a specimen is…”
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Instability Conditions of Loose Sand in Plane Strain by Chu, J, Wanatowski, D

“…When a loose sand specimen is loaded under an undrained condition, it may become unstable. The instability conditions may be specified by an instability line…”
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A laboratory study of anisotropic geomaterials incorporating recent micromechanical understanding by Yang, L.-T., Li, X., Yu, H.-S., Wanatowski, D.

“…This paper presents an experimental investigation revisiting the anisotropic stress–strain–strength behaviour of geomaterials in drained monotonic shear using…”
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Shakedown of asphalt pavements considering temperature effect by Liu, S., Wang, J., Yu, H. S., Wanatowski, D., Thom, N., Grenfell, J.

“…Shakedown limit has been perceived as a useful guidance in pavement structure design against rutting. However, temperature, as one key factor influencing the…”
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DEM of triaxial tests on crushable cemented sand by Bono, J. P. de, McDowell, G. R., Wanatowski, D.

“…Using the discrete element method, triaxial simulations of cemented sand consisting of crushable particles are presented. The triaxial model used features a…”
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Back analysis of the multilayer cylindrical HMA samples - height reduction method by Pożarycki, A., Górnaś, P., Rydzewski, P., Wanatowski, D.

“…Although the complex modulus is one of the most basic properties used in pavement analysis and design, its accurate measurement for existing pavement layers…”
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Modified state parameter for characterizing static liquefaction of sand with fines by Bobei, D. C, Lo, S. R, Wanatowski, D, Gnanendran, C. T, Rahman, M. M

“…An experimental study was carried out to investigate the static liquefaction behaviour of sand with a small amount of plastic and nonplastic fines. Five series…”
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An Experimental Evaluation of the Weathering Effects on Mine Shaft Lining Materials by Stace, L. R., Wanatowski, D., Marshall, A. M., Yang, Wen-bo

“…Many shaft collapses are related to the deterioration and failure of the masonry shaft lining materials. In modern mine shaft, concrete is widely used to…”
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Closure to “Effect of Loading Mode on Strain Softening and Instability Behavior of Sand in Plane-Strain Tests” by J. Chu and D. Wanatowski by Chu, J, Wanatowski, D

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The effect of drained pre-shearing on the undrained behaviour of loose sand with a small amount of fines by Bobei, D. C., Wanatowski, D., Rahman, M. M., Lo, S. R., Gnanendran, C. T.

“…Stress history is recognised to play a major role in determining stress–strain behaviour of soil in undrained shearing. Most experimental studies on the…”
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Drained behaviour of Changi sand in triaxial and plane-strain compression by Wanatowski, D., Chu, J.

“…Many geotechnical problems are under plane-strain conditions. However, geotechnical designs still rely largely on testing data obtained under axisymmetric…”
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Undrained behaviour of Changi sand in triaxial and plane-strain compression by Wanatowski, D., Chu, J.

“…The results of an experimental study of the undrained behaviour of Changi sand under axisymmetric and plane-strain conditions are presented. K 0 consolidated…”
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Strain-softening behaviour of sand in strain path testing under plane-strain conditions by Wanatowski, D., Chu, J., Lo, R. S.-C.

“…Experimental data are presented in this paper to study the strain-softening behaviour of sand under plane-strain conditions. K 0 consolidated strain path tests…”
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Strain softening of K0-consolidated Changi sand under plane-strain conditions by Wanatowski, D., Chu, J.

“…Experimental results are presented in this paper to study the strain softening behaviour of a marine dredged sand under plane-strain conditions. K^sub 0^…”
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New types of failure mechanisms for flowslide by Wanatowski, D., Chu, J., Lo, R. S.-C.

“…Flowslide is a common type of failure of granular soil slopes. Although many flowslides can be explained using static liquefaction or instability behaviour of…”
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Drained behaviour of cemented sand in high pressure triaxial compression tests by Marri, A., Wanatowski, D., Yu, H.S.

“…In this paper, drained behaviour of cemented sand under high pressure is studied. A recently developed high pressure triaxial apparatus is used. The test…”
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Yield criteria for glaciotectonically deformed deposits by Florkiewicz, A., Wanatowski, D., Flieger-Szymanska, M., Machowiak, K., Yuan, R.

“…Most glaciotectonically deformed deposits, including varved clays and glacial tills, are characterised by cracks and fissures. This paper presents a method for…”
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The influence of frequency normalisation of FWD pavement measurements on backcalculated values of stiffness moduli by Pożarycki, Andrzej, Górnaś, Przemysław, Wanatowski, Dariusz

“…Backcalculation is commonly used for determining stiffness moduli of pavement courses and its subgrade based on in situ deflection tests. However, the in situ…”
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