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Three dimensional finite element modelling of laterally loaded pile groups in sand /

Ramy Sabry Habib Awad

Three dimensional finite element modelling of laterally loaded pile groups in sand / التمثيل ثلاثى الأبعاد لمجموعات الخوازيق المحملة جانبيا فى الرمل بإستخدام طريقة العوامل المحددة Ramy Sabry Habib Awad ; Supervised Mohamed Abdallah Elkhouly , Mohamed Yehia Eissa , Amr Farouk Elhakim - Cairo : Ramy Sabry Habib Awad , 2011 - 115 P. : charts ; 30cm

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



Lateral loads Pile groups Sandy soil
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