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Geotechnical assessment of ground conditions around a tilted building in Cairo–Egypt using geophysical approaches

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dc.contributor.author Shaaban, Fathy
dc.contributor.author Ismail, Ahmed
dc.contributor.author Massoud, Usama
dc.contributor.author Mesbah, Hany
dc.contributor.author Lethy, Ahmed
dc.contributor.author Abbas, Mohamed Abbas
dc.date.accessioned 2018-07-26T10:15:36Z
dc.date.available 2018-07-26T10:15:36Z
dc.date.issued 2013
dc.identifier.issn 1815-3852
dc.identifier.uri https://journal.uob.edu.bh:443/handle/123456789/979
dc.description.abstract The flood plain of the Nile River has been a safe dwelling throughout history. Recently with a growing population and vast growing urbanization some buildings have started to experience structural damages, which are not related to their construction design, but rather to the ground conditions around the buildings’ foundations. Variations in properties of the soil supporting the buildings’ foundations such as soil bearing capacity, moisture content and scouring may eventually lead to the failure of these buildings. This study is attempting to characterize the variations in the soil properties around the City Star shopping mall, in eastern Cairo, where a large building has tilted over the past few years. This tilting may lead to the collapse of the whole building if it continues at the same rate. An integrated geophysical investigation including multi-channel analysis of surface wave (MASW), ground penetrating radar (GPR) and 2-D electrical resistivity tomography (ERT) was used around the affected building to help detect possible causes of deterioration. The GPR data showed a soil-fill layer overlaying a thick bottom layer of higher moisture content. The MASW data revealed a middle layer of relatively low shear wave velocity sandwiched between two relatively high shear wave velocity layers. The ERT data showed an upper low resistivity layer overlying a high resistivity layer. Integrating the interpretations of the three geophysical methods provide a combined model that reflects lateral and vertical variation in the soil properties. This variation becomes dramatic near the tilted corner of the building. en_US
dc.language.iso en en_US
dc.publisher University of Bahrain en_US
dc.rights Attribution-NonCommercial-ShareAlike 4.0 International *
dc.rights.uri http://creativecommons.org/licenses/by-nc-sa/4.0/ *
dc.subject Multi-channel analysis of surface wave
dc.subject Ground penetrating radar
dc.subject Electrical resistivity tomography
dc.subject Geotechnical investigation
dc.subject Greater Cairo
dc.subject Egypt
dc.title Geotechnical assessment of ground conditions around a tilted building in Cairo–Egypt using geophysical approaches en_US
dc.type Article en_US
dc.identifier.doi http://dx.doi.org/10.1016/j.jaubas.2012.06.002
dc.source.title Arab Journal of Basic and Applied Sciences
dc.abbreviatedsourcetitle AJBAS


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