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Information Journal Paper

Title

A SIMPLE NONLINEAR-ELASTIC MODEL FOR PREDICTION OF LIME STABILIZED CLAYEY SAND BEHAVIOR

Pages

  573-576

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.  

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    APA: Copy

    ARABANI, M., & VEYS KARAM, M.. (2007). A SIMPLE NONLINEAR-ELASTIC MODEL FOR PREDICTION OF LIME STABILIZED CLAYEY SAND BEHAVIOR. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING, 31(B5), 573-576. SID. https://sid.ir/paper/62409/en

    Vancouver: Copy

    ARABANI M., VEYS KARAM M.. A SIMPLE NONLINEAR-ELASTIC MODEL FOR PREDICTION OF LIME STABILIZED CLAYEY SAND BEHAVIOR. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING[Internet]. 2007;31(B5):573-576. Available from: https://sid.ir/paper/62409/en

    IEEE: Copy

    M. ARABANI, and M. VEYS KARAM, “A SIMPLE NONLINEAR-ELASTIC MODEL FOR PREDICTION OF LIME STABILIZED CLAYEY SAND BEHAVIOR,” IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING, vol. 31, no. B5, pp. 573–576, 2007, [Online]. Available: https://sid.ir/paper/62409/en

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