Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Response of Sands to Multidirectional Dynamic Loading in Centrifuge Tests
Dynamic centrifuge tests were performed to investigate multidirectional loading effects on the shear and volumetric response of saturated sands under partially drained, level-ground conditions. These tests illustrate that dense sand shear response is not affected significantly by multidirectional shaking and can be estimated reasonably by one-dimensional nonlinear total and effective stress site response analyses. Multidirectionality factors for both excess porewater pressure () and vertical strain () tended to increase with density and decrease with shaking intensity. Specifically, ranged from about 1 to 4, with an average value of about 2 for low values and approaching unity as the soil approaches liquefaction. Similarly, ranged from about 1 to 3, with an average value of about 2 for low values and approaching 1.3 as the soil approached liquefaction. Multidirectionality factors as functions of the factor of safety against liquefaction are proposed that differ from constant MDFs recommended elsewhere. Lastly, energy-based intensity measures provided nearly unique estimates of excess porewater pressure and vertical strain for both uni- and bidirectional motions, avoiding the need for MDFs.
Response of Sands to Multidirectional Dynamic Loading in Centrifuge Tests
Dynamic centrifuge tests were performed to investigate multidirectional loading effects on the shear and volumetric response of saturated sands under partially drained, level-ground conditions. These tests illustrate that dense sand shear response is not affected significantly by multidirectional shaking and can be estimated reasonably by one-dimensional nonlinear total and effective stress site response analyses. Multidirectionality factors for both excess porewater pressure () and vertical strain () tended to increase with density and decrease with shaking intensity. Specifically, ranged from about 1 to 4, with an average value of about 2 for low values and approaching unity as the soil approaches liquefaction. Similarly, ranged from about 1 to 3, with an average value of about 2 for low values and approaching 1.3 as the soil approached liquefaction. Multidirectionality factors as functions of the factor of safety against liquefaction are proposed that differ from constant MDFs recommended elsewhere. Lastly, energy-based intensity measures provided nearly unique estimates of excess porewater pressure and vertical strain for both uni- and bidirectional motions, avoiding the need for MDFs.
Response of Sands to Multidirectional Dynamic Loading in Centrifuge Tests
Cerna-Diaz, Alfonso (Autor:in) / Olson, Scott M. (Autor:in) / Hashash, Youssef M. A. (Autor:in) / Numanoglu, Ozgun A. (Autor:in) / Rutherford, Cassandra J. (Autor:in) / Bhaumik, Lopamudra (Autor:in) / Weaver, Thomas (Autor:in)
05.08.2020
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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