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| dc.contributor.author | Shkelqim Daja; Polytechnic University of Tirana | |
| dc.contributor.author | Neritan Shkodrani; Polytechnic University of Tirana | |
| dc.contributor.author | Besnik Ago; Polytechnic University of Tirana | |
| dc.date | 2013-06-07 04:12:14 | |
| dc.date.accessioned | 2013-07-15T11:42:54Z | |
| dc.date.accessioned | 2015-11-23T16:04:42Z | |
| dc.date.available | 2013-07-15T11:42:54Z | |
| dc.date.available | 2015-11-23T16:04:42Z | |
| dc.date.issued | 2013-07-15 | |
| dc.identifier | http://ecs.epoka.edu.al/index.php/bccce/bccce2011/paper/view/259 | |
| dc.identifier.uri | http://dspace.epoka.edu.al/handle/1/469 | |
| dc.description.abstract | In this paper the liquefaction potential of Quaternary soft non-cohesive soils at Semanisite, Fier prefecture in Albania has been assessed.The liquefaction analyses have been computed considering the hazard levelcorresponding to different levels of safety, such as 10% in 10 years (72-years Return Period),10% in 50 years (475-years RP) and 2% in 50 years (2475-years RP). The accelerations corresponding to the abovementioned hazard levels are calculated using PSHA (probabilistic seismic hazard assessment), and The Cyclic Stress Ratio is calculated for each acceleration.The seismological data used in the analyses considers earthquakes with MS 4.5 and covers atime span from 58 up to 2009.The calculation of cyclic resistance ratio (CRR) of the soils is based on 416 SPT(Standard Penetration Test) values, 12 CPTU tests up to 25 m depth and shear wave velocity(Vs) measurements.The liquefaction probabilities for a given seismic event are combined with the probability of occurrence of the seismic event in | |
| dc.format | application/pdf | |
| dc.language | en | |
| dc.publisher | International Balkans Conference on Challenges of Civil Engineering | |
| dc.rights | Authors who submit to this conference agree to the following terms:<br /> <strong>a)</strong> Authors retain copyright over their work, while allowing the conference to place this unpublished work under a <a href="http://creativecommons.org/licenses/by/3.0/">Creative Commons Attribution License</a>, which allows others to freely access, use, and share the work, with an acknowledgement of the work's authorship and its initial presentation at this conference.<br /> <strong>b)</strong> Authors are able to waive the terms of the CC license and enter into separate, additional contractual arrangements for the non-exclusive distribution and subsequent publication of this work (e.g., publish a revised version in a journal, post it to an institutional repository or publish it in a book), with an acknowledgement of its initial presentation at this conference.<br /> <strong>c)</strong> In addition, authors are encouraged to post and share their work online (e.g., in institutional repositories or on their website) at any point before and after the conference. | |
| dc.source | International Balkans Conference on Challenges of Civil Engineering; 1st International Balkans Conference on Challenges of Civil Engineering | |
| dc.title | Liquefaction Probabilities Of Semani Area, In Albania Corresponding To Different Levels Of Safety | |
| dc.type | Peer-reviewed Paper |
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BCCCE 2011
1st International Balkans Conference on Challenges of Civil Engineering