A simple nonlinear-elastic model for prediction of lime stabilized clayey sand behavior
Editorial
10.22099/ijstc.2007.757
Abstract
This study was undertaken to determine the mechanical behavior of lime- stabilized clayey sands. The variations of compressive and tensile strengths of materials were investigated. Uniaxial and indirect tensile tests were performed and the results of stress-strain diagrams were used to present a simple nonlinear- elastic model. The results show that a simple parabolic elastic model can predict the stress-strain relation before failure. A matrix of elastic coefficients is then presented based on the suggested model and the stress level.
(2007). A simple nonlinear-elastic model for prediction of lime stabilized clayey sand behavior. Iranian Journal of Science and Technology Transactions of Civil Engineering, 31(5), 573-576. doi: 10.22099/ijstc.2007.757
MLA
. "A simple nonlinear-elastic model for prediction of lime stabilized clayey sand behavior", Iranian Journal of Science and Technology Transactions of Civil Engineering, 31, 5, 2007, 573-576. doi: 10.22099/ijstc.2007.757
HARVARD
(2007). 'A simple nonlinear-elastic model for prediction of lime stabilized clayey sand behavior', Iranian Journal of Science and Technology Transactions of Civil Engineering, 31(5), pp. 573-576. doi: 10.22099/ijstc.2007.757
VANCOUVER
A simple nonlinear-elastic model for prediction of lime stabilized clayey sand behavior. Iranian Journal of Science and Technology Transactions of Civil Engineering, 2007; 31(5): 573-576. doi: 10.22099/ijstc.2007.757
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