Influence of fly ash addition on behavior of soft clayey soil
المؤلفون المشاركون
Jasim, Adil Hani
Karim, Husayn Hamid
Abawi, Zaynah Walid Samuil
المصدر
Engineering and Technology Journal
العدد
المجلد 38، العدد 5A (31 مايو/أيار 2020)، ص ص. 698-706، 9ص.
الناشر
تاريخ النشر
2020-05-31
دولة النشر
العراق
عدد الصفحات
9
التخصصات الرئيسية
الموضوعات
الملخص EN
This paper investigates the impactofthefly Ash addition on the Geotechnical properties of soft soil as well aschoosesthe optimum percentage added of fly ash.
To understand the behavior of fly ash mixed with soil, a number of laboratory experiments testing conducted on clayey soil-fly ash mixture in severalpercentages(5, 10, 15, 20, 25, and 30% ) as Atterberg test, Specificgravity test, compaction test, California Bearing Ratio (C.
B.
R) Test, Unconfined Compressive Strength (UCS) Test, Consolidation Test.
Test results indicate risingin plasticlimit andliquidlimit asfly ashadding.
Specific gravitydecreased essentiallybyadding fly ash.
Whereasthere wasfalling on the Dryunit weightvalue with the contract to the decreasing in the watercontent.
The CBR and UCS values were increased with increasing fly ash content.
20% was the optimum fly Ash content.
This study also benefits the effective use of fly ash and thus a cost-effective method for improving the soil optimum percentage added of fly ash.
To understand the behavior of fly ash mixed with soil, a number of laboratory experiments testing conducted on clayey soil-fly ash mixture in severalpercentages(5, 10, 15, 20, 25, and 30% ) as Atterberg test, Specificgravity test, compaction test, California Bearing Ratio (C.
B.
R) Test, Unconfined Compressive Strength (UCS) Test, Consolidation Test.
Test results indicate risingin plasticlimit andliquidlimit asfly ashadding.
Specific gravitydecreased essentiallybyadding fly ash.
Whereasthere wasfalling on the Dryunit weightvalue with the contract to the decreasing in the watercontent.
The CBR and UCS values were increased with increasing fly ash content.
20% was the optimum fly Ash content.
This study also benefits the effective use of fly ash and thus a cost-effective method for improving the soil properties
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Karim, Husayn Hamid& Abawi, Zaynah Walid Samuil& Jasim, Adil Hani. 2020. Influence of fly ash addition on behavior of soft clayey soil. Engineering and Technology Journal،Vol. 38, no. 5A, pp.698-706.
https://search.emarefa.net/detail/BIM-1236555
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Karim, Husayn Hamid…[et al.]. Influence of fly ash addition on behavior of soft clayey soil. Engineering and Technology Journal Vol. 38, no. 5A (2020), pp.698-706.
https://search.emarefa.net/detail/BIM-1236555
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Karim, Husayn Hamid& Abawi, Zaynah Walid Samuil& Jasim, Adil Hani. Influence of fly ash addition on behavior of soft clayey soil. Engineering and Technology Journal. 2020. Vol. 38, no. 5A, pp.698-706.
https://search.emarefa.net/detail/BIM-1236555
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 705-706
رقم السجل
BIM-1236555
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
تقوم هذه الخدمة بالتحقق من التشابه أو الانتحال في الأبحاث والمقالات العلمية والأطروحات الجامعية والكتب والأبحاث باللغة العربية، وتحديد درجة التشابه أو أصالة الأعمال البحثية وحماية ملكيتها الفكرية. تعرف اكثر