Buch, Englisch, 230 Seiten, Format (B × H): 155 mm x 235 mm, Gewicht: 371 g
Proceedings of the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 - The Official International Congress of the Soil-Structure Interaction Group in Egypt (SSIGE)
Buch, Englisch, 230 Seiten, Format (B × H): 155 mm x 235 mm, Gewicht: 371 g
Reihe: Sustainable Civil Infrastructures
ISBN: 978-3-030-01919-8
Verlag: Springer International Publishing
Zielgruppe
Research
Autoren/Hrsg.
Fachgebiete
Weitere Infos & Material
Effect of embedment on dynamic response of block foundation under coupled vibration.- The liquefaction potential of sandy silt layers using the correlation between penetrometer test and spt test.- Seismic soil structure interaction analysis of rigid piled isolated footing for mid rise building in a weak soil.- Lateral resistance of steel pipe pile with wings by static cyclic loading tests.- Reinforced embankments on soft soil, focus on lateral spreading.- Experimental study on lateral resistance of steel pipe pile with wings using the new composite geo-material with magnesium acrylate.- Vibration isolation of foundation using hdpe and natural geocells - a review.- Pseudo-dynamic approach to analyse the effect of soil amplification in the calculation of seismic active earth pressure distribution behind the inclined retaining wall for inclined c-f soil backfill.- Large scale geotechnical shake table testing at the university of california san diego.- Response of a 850 kw wind turbine including soil-structure interaction during seismic excitation.- Effect of gradation on the dynamic response of sands.- Dynamic properties of surface liquefied site silty-sand of tripura, india.- Effect of width variation of liquefiable sand lens on surface settlement due to shallow tunnelling.- Liquefaction potential analysis and numerical modeling - container terminal of algiers port.- Research on impact vibration test for port structure in Vietnam.- Cyclic thermal effects on soil structure interaction in case of energy piles.- Probabilistic analysis of buried pipeline response subjected to fault crossing.