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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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51#
發(fā)表于 2025-3-30 10:22:44 | 只看該作者
Deepankar Choudhury,Khalid M. El-Zahaby,Izzat IdriIncludes twenty peer-reviewed papers, submitted by renowned international researchers, covering a wide range of topics in soil-structure-interaction and soil dynamics.Discusses case studies as well as
52#
發(fā)表于 2025-3-30 15:37:07 | 只看該作者
53#
發(fā)表于 2025-3-30 19:51:12 | 只看該作者
54#
發(fā)表于 2025-3-31 00:18:09 | 只看該作者
The Liquefaction Potential of Sandy Silt Layers Using the Correlation Between Penetrometer Test ands and a cyclic load increase the pores water pressure inside the soil and therefore a reduction of the effective stress..Nowadays many semi-empirical methods are used to introduce a proposition to evaluate the liquefaction’s potential using the in-situ test results. The objective of this paper is to
55#
發(fā)表于 2025-3-31 04:38:41 | 只看該作者
Seismic Soil Structure Interaction Analysis of Rigid Piled Isolated Footing for Mid Rise Building iate manner, it is needed to incorporate the interaction effect at the soil foundation interface. The direct method of interaction analysis facilitates to model the foundation system and the superstructure at integrated manner and thus models the system in a more realistic facet. In this study, the a
56#
發(fā)表于 2025-3-31 07:02:57 | 只看該作者
57#
發(fā)表于 2025-3-31 09:20:03 | 只看該作者
Reinforced Embankments on Soft Soil, Focus on Lateral Spreading,sional well- instrumented model tests at a scale of 1:3 has been carried out to investigate spreading and shear stresses at the base of a reinforced embankment and the results were verified by FE-model. Moreover, different parameter variations such as embankment slope, embankment height, number of r
58#
發(fā)表于 2025-3-31 16:45:10 | 只看該作者
59#
發(fā)表于 2025-3-31 17:53:01 | 只看該作者
60#
發(fā)表于 2025-3-31 23:02:01 | 只看該作者
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