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Three dimensional analysis of single laterally loaded piles / Yasser Mostafa Abdelhamid ; Supervised Mostafa E. Mossaad , Omar Y. Ezz Eldine

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Yasser Mostafa Abdelhamid , 2010Description: 237P. : charts ; 30cmOther title:
  • التحليل ثلاثى الأبعاد للخوازيق المفردة المعرضة لأحمال أفقية [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: In this research three dimensional finite element analyses were conducted to study the single laterally loaded pile response and pile capacity in different types of homogeneous cohesive and cohesionless soils . Different parameters are studied such as : 1) the effect of pile diameter 2 ) the slenderness ratio, 3 ) soil - pile interface and 4 ) pile stiffness
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Item type Current library Home library Call number Copy number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2010.Ya.T (Browse shelf(Opens below)) Not for loan 01010110054118000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2010.Ya.T (Browse shelf(Opens below)) 54118.CD Not for loan 01020110054118000

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

In this research three dimensional finite element analyses were conducted to study the single laterally loaded pile response and pile capacity in different types of homogeneous cohesive and cohesionless soils . Different parameters are studied such as : 1) the effect of pile diameter 2 ) the slenderness ratio, 3 ) soil - pile interface and 4 ) pile stiffness

Issued also as CD

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