Abstract
Bucharest, the capital of Romania with about 2.5 million inhabitants, is frequently struck by intense, damaging earthquakes (the last one in 1977). In 1995 a Collaborative Research Center 461 (CRC-461) entitled: “Strong Earthquakes a Challenge of Geosciences and Civil Engineering” was initiated in July 1996 and ended in December 2007. It was funded by the German Research Foundation and supported by the Land of Baden-Wurttemberg, as well as the University of Karlsruhe (TH). The CRC aimed strategic research in the field of strong earthquakes with regional focus on the Vrancea seismic events in Romania. Between 1995-2007 several studies and field works were executed in Romania, together with Romanian research institutes and the University of Bucharest. One of the research questions was, if during strong earthquakes liquefaction can occur within shallow sandy layers in Bucharest. As known, strong earthquakes can cause, under certain geologic conditions, liquefaction followed sometimes by ground failure of different intensity. In the present paper we aim to analyse the liquefaction risk for Bucharest. For this purpose, at 10 representative sites in Bucharest, Seismic Cone Penetration Tests (SCPT) were executed. Due to very high costs of such tests, the number of test sites had to be reduced to a minimum. Due to the reduced number of executed tests, only spotty information about liquefaction probability could be obtained (“factor of safety” (Fs) against liquefaction and the “probability of liquefaction” (PL)). But even these few results are first important information in this domain for Bucharest.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.