Authors:Hasnae Boubel, Oumnia Elmrabet, Elmehdi Echebba, and Mohamed Rougui
1 Introduction Soil-structureinteraction is a field of mechanics implemented interest in the development and research of theoretical and realistic techniques for the analysis of structures subject to dynamic loads taking into account the behavior
Authors:E Juhásová, M Matys, J Frankovská, and P Labák
Application of local conditions in earthquake engineering is interconnected with the achievements in natural sciences like geology, seismology and geotechnics. Due to variation of soil conditions on the territory of Slovakia, the properties of response spectra and/or simulated or adapted recorded accelerograms should take these phenomena into account. The paper discusses the approaches to the determination of shear wave velocities and soil-structure interaction. Possible application of latest records from new Slovak seismic station network is discussed, too.
Authors:El Mehdi Echebba, Hasnae Boubel, Oumnia Elmrabet, and Mohamed Rougui
Influence of soil-structureinteraction (ISS) on the fundamental frequency of buildings (USTL) , Earthquake Engineering and Structural Dynamics , Vol. 36 , No. 15 , 2007 , pp. 2445 – 2453 .
Single row pile groups are gaining popularity as foundation system for both buildings and bridges. They are a reasonable and economical solutions for structures with low vertical loads e.g. bridge abutments. The lateral resistance of a pile group is the result of contact pressure between the individual pile shafts and the soil. When designing this kind of structure, the estimation of displacements and bending moments is the main focus of the calculation. In most cases single piles are modeled by assuming a Winkler material. For their calculations, designers typically employ one of the commonly-used structural FEM codes (e.g. AxisVM, Fem-Design). On the other hand, advanced, truly 3D FEM packages (like MIDAS GTS, Plaxis 3D) are available, allowing for realistic modeling of the soil environment and soil-structure interaction. As an intermediate solution, packages based on traditional approaches are also available (GEO5, CGU). In this paper, results obtained using three different calculation methods and packages are compared.
-Zahaby , “ Response of A 850 KW wind turbine including soil-structureinteraction during seismic excitation ,” in Dynamic Soil-StructureInteraction for Sustainable Infrastructures. GeoMEast 2018. Sustainable Civil Infrastructures , D. Choudhury , K. El
S IDDIKY , M. R. K. , K OHLER , J. , C OSME , M. & R ILLIG , M. C. , 2012 . Soil biota effects on soilstructure: interactions between arbuscular mycorrhizal fungal mycelium and collembola . Soil Biol. Biochem . 50 . 33 – 39