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http://dx.doi.org/10.12652/Ksce.2012.32.3C.085

Ground-Structure Seismic Interaction-Induced Rocking Behavior and the Uplift Behavior of Underground Hollow Structure  

Kang, Gi-Chun (Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology)
Publication Information
KSCE Journal of Civil and Environmental Engineering Research / v.32, no.3C, 2012 , pp. 85-94 More about this Journal
Abstract
This paper described a centrifuge study in order to investigate ground-underground hollow structure interaction-induced rocking behavior in liquefied ground. Uplift of the underground hollow structures is initiated due to liquefaction in sandy grounds when the ground is exposed to a strong shaking during earthquakes because the apparent unit weight of these structures is smaller than that of the liquefied soil. In order to evaluate the dynamic behavior of the underground hollow structure and the effects of original subsoil during the uplifting, model tests were performed by changing the relative density of the original subsoil and installing an acrylic box as a trench. The results of the present study show that rocking behavior of the underground hollow structure due to shear deformation of the surrounding subsoil or lateral movement from the original subsoil contributed to large magnitude of the uplift due to strong shaking.
Keywords
centrifuge study; ground-underground hollow structure interaction; liquefaction; uplift displacement; rocking behavior;
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Times Cited By KSCI : 1  (Citation Analysis)
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