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العنوان
Behaviour Of Collapsing Soil Improved By Fly-Ash And Cement Kiln Dust /
المؤلف
Asal, Doaa Mohamed Nabil.
هيئة الاعداد
باحث / دعاء محمد نبيل عسل
مشرف / محمد الغريب صقر
مشرف / احمد نصر
مناقش / وسيم رحب عزام
الموضوع
Structural Engineering.
تاريخ النشر
2021.
عدد الصفحات
P168. :
اللغة
الإنجليزية
الدرجة
ماجستير
التخصص
الهندسة المدنية والإنشائية
تاريخ الإجازة
14/7/2021
مكان الإجازة
جامعة طنطا - كلية الهندسه - الهندسه الانشائيه
الفهرس
Only 14 pages are availabe for public view

from 209

from 209

Abstract

Soil treatment/stabilization is often an effective approach for solving collapsing soil problems after considering whether the site conditions are possible for treatment, or to avoid the site where the soil properties are unsatisfactory. On the basis of the materials origin and use in practice, stabilizers are divided into three groups: traditional stabilizers, byproduct stabilizers, and nontraditional stabilizers. Examples of traditional stabilizers are hydrated lime, Portland cement and fly ash. Examples of byproduct stabilizers are cement kiln dust (CKD),lime kiln dust, and other forms of byproduct lime. Nontraditional stabilizers are classified into five groups: electrolytes, enzymes, mineral pitches, clay fillers and acrylic polymers..