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Titlebook: Dynamic Soil-Structure Interaction for Sustainable Infrastructures; Proceedings of the 2 Deepankar Choudhury,Khalid M. El-Zahaby,Izzat Idri

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61#
發(fā)表于 2025-4-1 01:59:45 | 只看該作者
Large Scale Geotechnical Shake Table Testing at the University of California San Diego,sed are part of overall large-scale UCSD laboratories, one of the largest and most active earthquake engineering laboratories worldwide. Specifically, testing using 2 different shake tables is discussed, one being the largest outdoor shake table in the world. Illustration of the capabilities are sho
62#
發(fā)表于 2025-4-1 08:21:01 | 只看該作者
63#
發(fā)表于 2025-4-1 12:09:38 | 只看該作者
Effect of Gradation on the Dynamic Response of Sands,esign in the areas susceptible to cyclic loading. The aim of the research is to relate the gradation of sands with dynamic properties at small strains. These properties, in fact, are the function of soil characteristics, loading conditions and the mean effective principal stress at any instant. It w
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發(fā)表于 2025-4-1 16:36:46 | 只看該作者
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發(fā)表于 2025-4-1 18:42:08 | 只看該作者
66#
發(fā)表于 2025-4-1 23:01:06 | 只看該作者
Liquefaction Potential Analysis and Numerical Modeling - Container Terminal of Algiers Port, its dynamic response under Boumerdes earthquake. The soil liquefaction potential was analyzed using two methods. The first is an analytical method requiring a series of observations and empirical correlations carried out from in situ investigations, namely the SPT (Standard Penetration Test). In ad
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