Effect of Fly Ash on the Engineering Propertiesof Swelling Soils

المؤلفون

  • Mohammed Hussein Al-Dahlaki Civil Engineering Department, College of Engineering, Al-Mustansiriya University, Baghdad, Iraq مؤلف

الكلمات المفتاحية:

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الملخص

This study reports the influence of different percentage additives of fly ash on the swell characteristics and engineering properties of laboratory-prepared heavy clays. For this purpose the effect of 0-25% of fly ash on the swelling properties of expansive soils have been studied on samples with various curing time (0, 10-days and 30-days). Moreover, the effects of such addition on other mechanical properties of expansive soil (such as grain size distribution and consistency limits) are taken into consideration.
Fly ash proved its efficiency in improving the swelling characteristics. The results show an increase in swelling reduction with increasing fly ash percent increase and curing time

التنزيلات

Key Dates

منشور

2007-12-01

إصدار

مجلد 11 عدد 3 (2007): 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

Effect of Fly Ash on the Engineering Propertiesof Swelling Soils. (2007). مجلة الهندسة والتنمية المستدامة, 11(3), 1-11. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/1740