Consistency characteristics of dispersive clays
المؤلفون المشاركون
Ismail, Rua H
Aswad, Muhammad Faiq
Fattah, Muhammad Yusuf
المصدر
Engineering and Technology Journal
العدد
المجلد 39، العدد 12 (31 ديسمبر/كانون الأول 2021)، ص ص. 1753-1759، 7ص.
الناشر
تاريخ النشر
2021-12-31
دولة النشر
العراق
عدد الصفحات
7
التخصصات الرئيسية
الموضوعات
الملخص EN
Dispersive soils are characterized by three features: (1) unstable structure, (2) theyare readily flocculate in water, and (3) very erodible.
The use of dispersed claysoils in hydraulic structures, dams and road dams can cause serious engineeringproblems when this soil is not identified and used befittingly.
There is a simpleway to determine soil dispersion and more difficult to measure dispersion.
(Atterberg'slimits) (grain size analysis), and (visible classification) are not enoughto recognize between (normal clays) and (dispersive clays).
ASTM tests canidentify dispersive clay, these include: (double hydrometer test), (chemical tests), (Crumb test), and (Pinhole test).
In this paper, the dispersed soil has beenartificially prepared by adding Na2CO3 to natural clay in different proportions.
The proportions are 5% , 15% , 25% , 30% , 35% , and 40% by weight.
The target ofthis investigation is to investigate the effect of degree of dispersion of the soil onAtterberg limits.
The study showed that the percentage of dispersion increaseswith Atterberg'slimits and the dispersion ratio and the plasticity index relationshipare related by a direct very erodible.
The use of dispersed claysoils in hydraulic structures, dams and road dams can cause serious engineeringproblems when this soil is not identified and used befittingly.
There is a simpleway to determine soil dispersion and more difficult to measure dispersion.
(Atterberg'slimits) (grain size analysis), and (visible classification) are not enoughto recognize between (normal clays) and (dispersive clays).
ASTM tests canidentify dispersive clay, these include: (double hydrometer test), (chemical tests), (Crumb test), and (Pinhole test).
In this paper, the dispersed soil has beenartificially prepared by adding Na2CO3 to natural clay in different proportions.
The proportions are 5% , 15% , 25% , 30% , 35% , and 40% by weight.
The target ofthis investigation is to investigate the effect of degree of dispersion of the soil onAtterberg limits.
The study showed that the percentage of dispersion increaseswith Atterberg'slimits and the dispersion ratio and the plasticity index relationshipare related by a direct relationship
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Ismail, Rua H& Fattah, Muhammad Yusuf& Aswad, Muhammad Faiq. 2021. Consistency characteristics of dispersive clays. Engineering and Technology Journal،Vol. 39, no. 12, pp.1753-1759.
https://search.emarefa.net/detail/BIM-1320321
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Ismail, Rua H…[et al.]. Consistency characteristics of dispersive clays. Engineering and Technology Journal Vol. 39, no. 12 (2021), pp.1753-1759.
https://search.emarefa.net/detail/BIM-1320321
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Ismail, Rua H& Fattah, Muhammad Yusuf& Aswad, Muhammad Faiq. Consistency characteristics of dispersive clays. Engineering and Technology Journal. 2021. Vol. 39, no. 12, pp.1753-1759.
https://search.emarefa.net/detail/BIM-1320321
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 1758-1759
رقم السجل
BIM-1320321
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