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Three dimensional finite element modelling of laterally loaded pile groups in sand / Ramy Sabry Habib Awad ; Supervised Mohamed Abdallah Elkhouly , Mohamed Yehia Eissa , Amr Farouk Elhakim

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Ramy Sabry Habib Awad , 2011Description: 115 P. : charts ; 30cmOther title:
  • التمثيل ثلاثى الأبعاد لمجموعات الخوازيق المحملة جانبيا فى الرمل بإستخدام طريقة العوامل المحددة [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: Many structures often carry lateral due to earth pressure , wind , earthquakes , wave action and ship impacts . The allowable lateral load of deep foundations is of critical importance in the design of such structures . There is a lack of knowledge concerning pile group effects despite the significant effect of pile spacing
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Item type Current library Home library Call number Copy number Status Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2011.Ra.T (Browse shelf(Opens below)) Not for loan 01010110055465000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2011.Ra.T (Browse shelf(Opens below)) 55465.CD Not for loan 01020110055465000

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

Many structures often carry lateral due to earth pressure , wind , earthquakes , wave action and ship impacts . The allowable lateral load of deep foundations is of critical importance in the design of such structures . There is a lack of knowledge concerning pile group effects despite the significant effect of pile spacing

Issued also as CD

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