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• W1796787147 abstract "A gravel layer of adequate thickness, laid over a subgrade, forms the most basic structure of aggregate surfaced roads. Since the pavement system of such roads consists of only a base layer, the thickness of this layer has considerable effects on the performance of the roads. In this study, both laboratory experiments and finite element analysis were conducted to evaluate the performance of lime and cement treated base layers with different thicknesses. To achieve this, five types of lime and cement treated mixtures were defined, three of which were chosen and modelled as base layers with different thicknesses using the finite element software, PLAXIS. The PLAXIS models were then loaded, analysed and compared by vertical deformation under a specific load as well as the maximum applicable load. Analytical and numerical modelling of the lime and cement treated soils requires a number of soil parameters that are usually obtained from expensive and time-consuming laboratory experiments. An alternative method was proposed in this study, in which the soil parameters required for the finite element analysis were obtained from unconfined compressive strength tests, and estimated using the failure criteria available in existing literature. Results of this study showed that an increase in the base layer thickness leads to a reduction in the vertical deformation of the pavement system under a specific load; however, the increase in the thickness of the base layer does not necessarily result in the increase in bearing capacity of the pavement system." @default.
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• W1796787147 date "2013-01-01" @default.
• W1796787147 modified "2023-09-26" @default.
• W1796787147 title "Effect of surface layer thickness on the performance of lime and cement treated aggregate surfaced roads" @default.
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