IMPROVEMENT OF THE SHORT-TERM STABILITY OF EMBANKMENT ON SOFT SOIL BY USING A GEOSYNTHETIC FABRIC WITH INSTALLED STONE COLUMNS
الكلمات المفتاحية:
embankment، geosynthetic fabric، stone columns، finite elementالملخص
In this study, the short-term stability of an embankment on soft has been improved by reinforcing the embankment with a geosynthetic fabric and reinforcing the foundation with stone columns. The behavior of the embankment is numerically modeled, and the finite element analysis for the reinforced embankment on soft clay (with and without stone columns) is presented. The principle of this improvement is that the geotextile as the geosynthetic fabric is used to increase the factor of safety for the short-term stability of the embankment, then the stone columns are used to maintain the side slope stability with a minimum factor of safety.
التنزيلات
Key Dates
منشور
2016-11-01
إصدار
القسم
Articles
الرخصة
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
IMPROVEMENT OF THE SHORT-TERM STABILITY OF EMBANKMENT ON SOFT SOIL BY USING A GEOSYNTHETIC FABRIC WITH INSTALLED STONE COLUMNS. (2016). مجلة الهندسة والتنمية المستدامة, 20(6), 185-194. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/707
