محبوبترین نویسندگان :
نویسندگان مقالات پربازدید :
نهمین کنگره بین المللی مهندسی عمران
جزئیات رویداد
همایش ، رویداد ، ژورنال
اینستاگرام تی پی بین
حوزه های تحت پوشش رویداد

  • the effect of reinforced block rotation on face horizontal deformation of geogrid reinforced soil retaining walls

    نویسندگان :
    کلمات کلیدی :
    جزئیات بیشتر مقاله
    • تاریخ ارائه: 1390/11/15
    • تاریخ انتشار در تی پی بین: 1390/11/15
    • تعداد بازدید: 675
    • تعداد پرسش و پاسخ ها: 0
    • شماره تماس دبیرخانه رویداد: -
     geogrid reinforced soil retaining walls are usually designed based on limit equilibrium methods. in these methods, the wall face deformations are not considered in the design. using numerical approaches, the appraisal of such deformations is possible. in this article, using flac3d software a numerical competitive study has been carried out to analyze the effect of inclining wall face and reinforced block (including of embankment, reinforcement and wall face) on the horizontal deformation of geogrid soil reinforced retaining walls. the purpose of this numerical analysis is achieving optimum performance of these structures. with several modeling it determined that inclining of wall face improves the performance of these systems (horizontal deformation of wall face) to a large extent. but reinforced block rotation around axis y (perpendicular to wall cross section) to 12 degree angle improves the performance of these systems more. finally based on the analysis results, an optimum inclination angle introduced that in this angle can use fewer reinforcements in inclined reinforced block whereas this system has similar performance with horizontal reinforced block.

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