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