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العنوان
Deep strutted wall with soil improvement using discrete piles /
الناشر
Muhammad Yahya Zakaria Muhammad ,
المؤلف
Muhammad Yahya Zakaria Muhammad
هيئة الاعداد
باحث / Muhammad Yahya Zakaria Muhammad
مشرف / Mohamed Abdallah Elkhouly
مشرف / Mohamed Yehia Eissa
مشرف / Khaled Mohamed El-Zahaby
تاريخ النشر
2016
عدد الصفحات
120 P. :
اللغة
الإنجليزية
الدرجة
ماجستير
التخصص
الهندسة المدنية والإنشائية
تاريخ الإجازة
18/3/2017
مكان الإجازة
جامعة القاهرة - كلية الهندسة - Civil Engineering
الفهرس
Only 14 pages are availabe for public view

from 148

from 148

Abstract

Discrete piles can be used to increase the passive resistance in front of deep strutted walls. These piles can be installed using different improvement techniques such as deep soil mixing methods or using conventional pile drilling methods. In this research, Three dimensional finite element analyses is used to evaluate the effect of using discrete soil-crete piles on the behavior of deep strutted diaphragm wall. The parametric study includes different aspects of the discrete soil-crete piles including properties and arrangements