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Empirical Relationship for Estimation of Mechanical Soil Properties in Local Ground Responds Analysis

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Abstract (2. Language): 
Site effects are quantified via site response analysis, which involves the propagation of earthquake motions from the base rock, through the overlying soil layers, to the ground surface. Ground response problems involving small to moderate levels of shear strain are best analyzed with equivalent linear methods due to the simplicity of parameter selection and faster computation times when compared to nonlinear analysis. However, for large-strain ground response problems, EL methods tend to over-damp portions of the ground motion. This motivates the use of more accurate NL analysis for those conditions. One of important parameters for ground response analyses determines properties of soils. In this paper, empirical relationship from different investigation is gathered.
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International Journal of Science and Engineering Investigations, Volume 6, Issue 69, October 2017 101
www.IJSEI.com Paper ID: 66917-14
ISSN: 2251-8843
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