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نویسنده :علیرضا یوسفی
تاریخ:چهارشنبه 13 اسفند 1393-02:16 ب.ظ

دانلود مقاله تحلیل سه بعدی رادیه شمعی بر روی رس نرم

دانلود مقاله تحلیل سه بعدی رادیه شمعی بر روی رس نرم

قیمت: 2000 تومان

تحلیل سه بعدی از رفتار باربری  رادیه شمعی بر روی رس نرم

Three-dimensional analysis of bearing behavior of piled raft on soft clay

قابل توجه دانشجویان مهندسی عمران در مقطع کارشناسی ارشد و دکترا و در شاخه  ژئوتکنیک و خاک و سازه های دریائی

این مقاله تحلیل سه بعدی از رفتار رادیه شمعی بر روی خاک رس را با استفاده از نرم افزار تخصصی Abaqus سه بعدی بررسی  می نماید..

همجنین رفتار شمعها در فاصله های مختلف و قرارگیری رادیه بر روی شمع ارائه می دهد و یک روش مدلسازی با استفاده از روش عددی Finit Element ارائه داده و در نهایت یک طراحی بهینه از قرارگیری شمعها و فاصله و قطر آنها بدست می آید.

این مقاله به زبان انگلیسی و در قالب یک فایل پی دی اف در 12 صفحه می باشد.  قیمت این مقاله در مجله  ScienceDirect      
41.95 دلار به فروش می رسد.


نمونه ای از متن مقاله در ذیل آورده شده است:


a b s t r a c t



The piled raft has proved to be an economical foundation type compared to conventional pile foundations.



However, there is a reluctance to consider the use of piled rafts on soft clay because of concerns



about excessive settlement and insufficient bearing capacity. Despite these reasons, applications of piled



rafts on soft clay have been increased recently. Current analysis methods for piled rafts on soft clay, however,



are insufficient, especially for calculating the overall bearing capacity of the piled raft. This study



describes the three-dimensional behavior of a piled raft on soft clay based on a numerical study using



a 3D finite element method. The analysis includes a pile–soil slip interface model. A series of numerical



analyses was performed for various pile lengths and pile configurations for a square raft subjected to vertical



loading. Relatively stiff soil properties and different loading types were also used for estimating the



bearing behavior of the piled raft. Based on the results, the effect of pile–soil slip on the bearing behavior



of a piled raft was investigated. Furthermore, the proportion of load sharing of the raft and piles at the



ultimate state and the relationship between the settlement and overall factor of safety was evaluated.



The results show that the use of a limited number of piles, strategically located, might improve both bearing



capacity and the settlement performance of the raft.





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دوشنبه 10 خرداد 1395 09:08 ق.ظ
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