ناشر تخصصی کنفرانس های ایران

لطفا کمی صبر نمایید

Publisher of Iranian Journals and Conference Proceedings

Please waite ..
Publisher of Iranian Journals and Conference Proceedings
Login |Register |Help |عضویت کتابخانه ها
Paper
Title

The effect of anchors pre-stressing forces on reinforced excavated wall

Year: 1394
COI: ICCE10_0803
Language: EnglishView: 467
This Paper With 6 Page And PDF Format Ready To Download

Buy and Download

با استفاده از پرداخت اینترنتی بسیار سریع و ساده می توانید اصل این Paper را که دارای 6 صفحه است به صورت فایل PDF در اختیار داشته باشید.
آدرس ایمیل خود را در کادر زیر وارد نمایید:

Authors

Zahra Jalilzadeh - Department of Civil Engineering, University of Tabriz, Tabriz, Iran
Masoud Hajialilue Bonab - Department of Civil Engineering, University of Tabriz, Tabriz, Iran
Hooshang Katebi - Department of Civil Engineering, University of Tabriz, Tabriz, Iran

Abstract:

The effect of pre-stressing the anchors in composite soil nailing with pre-stressed anchors, has been investigated on dry sand using particle image velocimetry (PIV) method. A small-scale model of reinforced excavated wall with composite soil nailing using pre-stressed anchors was prepared. After each step of excavating and loading the footing, digital photographs were taken. Using image processing on sequences of digital images, soil deformation and effect of pre-stressing were observed. Diagram of footing settlement against pressure and horizontal displacement of facing versus its height for different pre-stressing of anchors, have been plotted. The results show that increasing the pre-stressing, decrease the horizontal displacement of facing and increase bearing capacity of footing. Also it can be seen that maximum horizontal displacement of facing occurs in lower part of facing; however it occurs in top of reinforced wall with nailing.

Keywords:

composite soil nailing with pre-stressed anchor, bearing capacity, strip footing, physical model test, PIV

Paper COI Code

This Paper COI Code is ICCE10_0803. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/364500/

How to Cite to This Paper:

If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:
Jalilzadeh, Zahra and Hajialilue Bonab, Masoud and Katebi, Hooshang,1394,The effect of anchors pre-stressing forces on reinforced excavated wall,10th International Congress on Civil Engineering,Tabriz,https://civilica.com/doc/364500

مراجع و منابع این Paper:

لیست زیر مراجع و منابع استفاده شده در این Paper را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود Paper لینک شده اند :

  • Neil, M .(2002), _ influence of variation in effective stress ...
  • Phear, A; DEW.C; Ozsay, B; Wharmby, Nj; Judge, J; Braley, ...
  • Stocker, M.F; Korber, G.W; Glasser, G; Gudehus, G.(1 979), Soil ...
  • Hao, J; Wang, B.(20 14), "Parameter Sensitivity Analysis on Deformation ...
  • .Wang, Janjun; Cao, Jing; Hu, Jingkui; Liu, Haiming. (2008), Application ...
  • H, Ahmadi:M, Hajialilue Bonab.(2012), " Experimental and analytical investigations on ...
  • White DJ and Take WA (2002) , rGeo PIV: Particle ...
  • White DJ, Take WA and Bolton MD (2003) , 'Soil ...
  • Research Info Management

    Certificate | Report | من نویسنده این مقاله هستم

    اطلاعات استنادی این Paper را به نرم افزارهای مدیریت اطلاعات علمی و استنادی ارسال نمایید و در تحقیقات خود از آن استفاده نمایید.

    Scientometrics

    The specifications of the publisher center of this Paper are as follows:
    Type of center: دانشگاه دولتی
    Paper count: 19,882
    In the scientometrics section of CIVILICA, you can see the scientific ranking of the Iranian academic and research centers based on the statistics of indexed articles.

    New Papers

    Share this page

    More information about COI

    COI stands for "CIVILICA Object Identifier". COI is the unique code assigned to articles of Iranian conferences and journals when indexing on the CIVILICA citation database.

    The COI is the national code of documents indexed in CIVILICA and is a unique and permanent code. it can always be cited and tracked and assumed as registration confirmation ID.

    Support