ENGINEERING ASSESSMENTS OF LIQUEFACTION POTENTIAL BAGHDAD SOIL UNDER DYNAMIC LOADING

المؤلفون

  • Bushra Suhail Albusoda Civil Engineering Department, University of Baghdad , Baghdad, Iraq مؤلف

الكلمات المفتاحية:

Baghdad soil، Liquefaction، eismic analysis، Seismic analysis، Lateral Spreading

الملخص

This study focuses on the evaluation of liquefaction of Baghdad soil. Seven sites have been chosen along Tigris River. Various procedures were followed to evaluate liquefaction susceptibility of Baghdad soil. The variation of safety factor with depth had been investigated. The liquefaction-induced lateral spreading and settlement had been studied. The study revealed that the NCEER, 1997 workshop procedure is recommended for assessment of liquefaction of Baghdad soil while the Japanese highway bridge method is not convenient.A new proposed chart for preliminary assessment of liquefaction for Baghdad soil had been developed. This chart will be helpful in saving cost and time in liquefaction assessment of Baghdad soil.

 

التنزيلات

Key Dates

منشور

2016-01-01

إصدار

مجلد 20 عدد 1 (2016): Journal of Engineering and Development

القسم

Articles

الرخصة

Creative Commons License

هذا العمل مرخص بموجب Creative Commons Attribution 4.0 International License.

The Journal of Engineering and Sustainable Development is an open-access journal that all contents are free of charge. Articles of this journal are licensed under the terms of the Creative Commons Attribution International Public License CC-BY 4.0 (https://creativecommons.org/licenses/by/4.0/legalcode) that licensees are unrestrictly allowed to search, download, share, distribute, print, or link to the full texts of the articles, crawl them for indexing and reproduce any medium of the articles provided that they give the author(s) proper credits (citation). The journal allows the author(s) to retain the copyright of their published article.
Creative Commons-Attribution (BY)

كيفية الاقتباس

Suhail Albusoda, B. . (2016). ENGINEERING ASSESSMENTS OF LIQUEFACTION POTENTIAL BAGHDAD SOIL UNDER DYNAMIC LOADING. مجلة الهندسة والتنمية المستدامة, 20(1), 59-76. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/631

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