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Measurement of Small Strain Shear Modulus Anisotropy on Unconfined Clay Samples Using Bender Elements
This paper presents results of an investigation of the potential to evaluate small stain shear modulus (Gmax) anisotropy for unconfined clay samples using a simple test procedure. Vertical and horizontal shear wave velocities (Vvh, Vhv and Vhh) and residual isotropic effective stress were measured on saturated samples of Boston Blue Clay, Australian Burswood Clay, and Norwegian Onsøy Clay using portable piezoceramic bender element equipment and a suction probe. The measured data, which show significant Gmax anisotropy for the Boston Blue Clay and Onsøy Clay sites, are evaluated and compared with Gmax anisotropy of clays from the literature.
Measurement of Small Strain Shear Modulus Anisotropy on Unconfined Clay Samples Using Bender Elements
This paper presents results of an investigation of the potential to evaluate small stain shear modulus (Gmax) anisotropy for unconfined clay samples using a simple test procedure. Vertical and horizontal shear wave velocities (Vvh, Vhv and Vhh) and residual isotropic effective stress were measured on saturated samples of Boston Blue Clay, Australian Burswood Clay, and Norwegian Onsøy Clay using portable piezoceramic bender element equipment and a suction probe. The measured data, which show significant Gmax anisotropy for the Boston Blue Clay and Onsøy Clay sites, are evaluated and compared with Gmax anisotropy of clays from the literature.
Measurement of Small Strain Shear Modulus Anisotropy on Unconfined Clay Samples Using Bender Elements
Landon, Melissa M. (Autor:in) / DeGroot, Don J. (Autor:in)
GeoCongress 2006 ; 2006 ; Atlanta, Georgia, United States
GeoCongress 2006 ; 1-6
21.02.2006
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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