• numerical analysis of soil geotechnical parameters on performance of concrete cooling towers by finite element method (case study: of mashhad cooling towers)

    جزئیات بیشتر مقاله
    • تاریخ ارائه: 1397/12/20
    • تاریخ انتشار در تی پی بین: 1397/12/20
    • تعداد بازدید: 346
    • تعداد پرسش و پاسخ ها: 0
    • شماره تماس دبیرخانه رویداد: -

    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.

سوال خود را در مورد این مقاله مطرح نمایید :

با انتخاب دکمه ثبت پرسش، موافقت خود را با قوانین انتشار محتوا در وبسایت تی پی بین اعلام می کنم
مقالات جدیدترین رویدادها
مقالات جدیدترین ژورنال ها