Search In this Thesis
   Search In this Thesis  
العنوان
Study of The Effect of Sand Cushion under Foundation on Swelling Clay /
المؤلف
Kassem, Awad Mohamed.
هيئة الاعداد
باحث / عوض محمد قاسم
مشرف / عبد الرحمن عمر هندي
مناقش / عبد الواحد علي جبر
مناقش / عبد الرحمن مجاهد أحمد
الموضوع
Soil engineering.
تاريخ النشر
1990.
عدد الصفحات
217 p. :
اللغة
الإنجليزية
الدرجة
ماجستير
التخصص
الهندسة المدنية والإنشائية
الناشر
تاريخ الإجازة
10/6/1990
مكان الإجازة
جامعة أسيوط - كلية الهندسة - Civil Engineering
الفهرس
Only 14 pages are availabe for public view

from 32

from 32

Abstract

In many countries of the world as well as in Egypt. the possibi1ty of damage of structures due to expansive soil constitutes a severe problem
in design and construction. There are several methods to overcome the heave developed from this soil. One of these methods is the replacement of soil by sand cushions. Although this method is widely used for constructions in Egypt, a little attention has been given to the academic study of this method untill now.
The research work inhand aims to study the behaviour of isolated foundations on expansive soil when they are treated with sand cushion beneath them. Also, the study includes. firstly, the effect of the thickness and width of cushion, secondly, the effect of the applying stress at cushion surface, and thirdly the effect of the grading of sand used in cushion. These parameters were studied in order to achieve the most suitable values to minimize the vertical movement of the foundation to the practical value that buildings can tolerate.