Seismic Analysis of Floating Stone Columns in Soft Clayey Soil

The response of floating stone columns of different lengths to diameter ratio (L/D = 0, 2, 4, 6, 8, and 10) ratios exposed to earthquake excitations is well modeled in this paper. Such stone column behavior is essential in the case of lateral displacement under an earthquake through the soft clay so...

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Autores principales: Karkush Mahdi O., Jihad Amer G., Jawad Karrar A., Ali Mustafa S., Noman Bilal J.
Formato: article
Lenguaje:EN
FR
Publicado: EDP Sciences 2021
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Acceso en línea:https://doaj.org/article/35000fbb754646e8a5a22115c03ba429
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