Numerical Analysis of Soil Geotechnical Parameters on Performance of Concrete Cooling Towers by Finite Element Method(Case Study: Of Mashhad Cooling Towers)
محل انتشار: کنگره بین المللی علوم و مهندسی
سال انتشار: 1396
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 529
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شناسه ملی سند علمی:
GERMANCONF01_220
تاریخ نمایه سازی: 26 مرداد 1397
چکیده مقاله:
Nowadays, more and more ring footings are used in practice special for axi-symmetric structures. In this paper, a numerical analysis was performed using PLAXIS software for calculating bearing capacity and settlement of ring footing. The parameters used in this analysis are the results of geotechnical studies of Mashhad cooling tower. The analysis was carried out using Mohr-Coulomb’s criterion for soil. The Bearing capacity was calculated for smooth and rough ring footing and then the bearing capacity factors were calculated. The analysis indicated that the bearing capacity of rough ring footing is obviously higher than the bearing capacity of smooth footing. Finally, the results were compared with those available in the literature.
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نویسندگان
Ahmad Ebrahimi Moghadam
Department of Civil Engineering, Science and Research Branch ,Islamic Azad University, Tehran, Iran
Rahim Eftekhari Gol
Department of Civil Engineering, Shahrood Branch, Islamic Azad University Shahrood, Iran