Chapter
Aug 11, 2016

Site-Specific Relationship for Strain Dependent Shear Modulus and Damping Using In Situ VS and High Strain Cyclic Test Results

Publication: Geo-Chicago 2016

Abstract

This study suggests a practical method for estimating site-specific strain dependent shear modulus and damping. The method uses in-situ shear wave velocity measurements and commercial cyclic laboratory tests on higher strains (i.e., 0.5% to 1%) in which the effect of disturbance is less significant. Shear modulus calculated using in-situ shear wave velocity and at higher cyclic shear strain, is used for building a hyperbolic relationship for shear stress and strain. Modified Masing’s rule and the experimental hysteretic damping at that higher strain are used to create strain dependent damping relationship. As a result, the effects of sample disturbance on lab test results are reduced, and the number of laboratory tests decreases significantly.

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Go to Geo-Chicago 2016
Geo-Chicago 2016
Pages: 589 - 599

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Published online: Aug 11, 2016

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Kaveh H. Zehtab, S.M.ASCE [email protected]
Engineering Manager of R&D, Geocomp Corp., 125 Nagog Park, Acton, MA 01710; Ph.D. Candidate, Dept. of Engineering Sciences, Middle East Technical Univ., Ankara 06800, Turkey. E-mail: [email protected]
Mustafa Tolga Yilmaz
Assocciate Professor, Dept. of Engineering Sciences, Middle East Technical Univ., Ankara 06800, Turkey.

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