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

Deep-Seated Failure beneath Sheet-Pile Walls in Presence of Seepage Flow

Year: 1394
COI: ICGUEE02_111
Language: EnglishView: 452
This Paper With 7 Page And PDF Format Ready To Download
محتوای کامل این Paper با فرمت WORD هم قابل دریافت می باشد.

Buy and Download

با استفاده از پرداخت اینترنتی بسیار سریع و ساده می توانید اصل این Paper را که دارای 7 صفحه است به صورت فایل PDF و یا WORD در اختیار داشته باشید.
آدرس ایمیل خود را در کادر زیر وارد نمایید:

Authors

Sina Fadaie - Graduate Student, Faculty of Engineering, University of Guilan
Mehdi Veiskarami - Faculty Member and Visiting Scholar, School of Engineering , Shiraz University, Iran; also Assistant Professor, Faculty of Engineering, University of Guilan

Abstract:

Stability of sheet-pile walls in granular matters such as sand against deep-seated failure in presence of seepage flow has been studied. Deep-seated failure was fundamentally investigated by Terzaghi based on the theories governing the bearing capacity. This type of failure has attracted less attention compared to other types of excavation failures such as heaving, piping and lateral earth pressure failures. In this research, the finite element method is used to solve the flow field and the stress field is evaluated by the stress characteristics method while the finite elements solution of the first step is utilized as a background solution for the stress field. Although deep failure is usually believed to be rare under normal condition, in absence of ground water flow, it may be catastrophic when it exists. It was revealed that the seepage flow makes the deep failure one of the most critical modes of failure, especially in high hydraulic gradients

Keywords:

Deep-seated Fialure ، Finite Element ، Stress Characteristics ، Seepage Flow ، Granular soil ،

Paper COI Code

This Paper COI Code is ICGUEE02_111. 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/433997/

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:
Fadaie, Sina and Veiskarami, Mehdi,1394,Deep-Seated Failure beneath Sheet-Pile Walls in Presence of Seepage Flow,2nd International Conference on Geotechnical & Urban Earthquake Engineering,Tabriz,,,https://civilica.com/doc/433997

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 :

  • Terzaghi, K. Theoretical Soil Mechanics, John-Wiley and Sons Inc, NewYork, ...
  • Coulomb, C. A. Essai sur une Application des Regles des ...
  • Rankine, W. J. M. On the Stability of Loose Earth, ...
  • Caquot, A. & Ke risel, J., Tables for the calculation ...
  • B rinch-Hansen, J. Earth pressure calculation. Copenhagen, Denmark: Danish Technical ...
  • Janbu, N. Earth pressure and bearing capacity calculations by generalized ...
  • Shields, D. H. & Tolunay, Z. A. Passive pressure coefficients ...
  • Rahardjo, H. & Fredlund, D. G. General limit equilibrium method ...
  • Kumar, J. & Subba Rao, K. S. Passive pressure coefficients, ...
  • Chen, Z. & Li, S. Evaluation of active earth pressure ...
  • Subba Rao, K. S. & Choudhury, D. Seismic passive earth ...
  • Ghosh, P. Seismic active earth pressure behind a nonvertical retaining ...
  • Ghosh, S. & Sharma, R. P. P seudo-dynamic evaluation of ...
  • Collins, I. F. A note on the interpretation of Coulomb's ...
  • Chen, W. F. Limit analysis and soil plasticity. New York, ...
  • Arai, K. & Jinki, R. A lower-bound approach to active ...
  • Soubra, A.-H. Static and seismic passive earth pressure coefficients On ...
  • Soubra, A.-H. & Macuh, B. Active and passive earth pressure ...
  • _ International Conference on Geotechnicl & Urban Earthquake Engineering 7-9 ...
  • Shiau, J. S., Augarde, C. E., Lyamin, A. V. & ...
  • Sokolovskii, V. V. Statics of granular media. London, UK: Pergamon, ...
  • Sabzevari, A. & Ghahramani, A. The limit equilibrium analysis of ...
  • Sabzevari, A. & Ghahramani, A. Theoretical investigation on the passive ...
  • Houlsby, G. T. & Wroth, C. P. Direct solution of ...
  • Kumar, J. Seismic passive earth pressure coefficients for sands. Can. ...
  • Kumar, J. & Chitikela, S. Seismic passive earth pressure coefficients ...
  • James, R. G. & Bransby, P. L. Experimental and theoretical ...
  • Habibagahi, K. & Ghahramani, A. Zero extension line theory of ...
  • Ghahramani, A. & Clemence, S. P. Zero extension line theory ...
  • Anvar, S. A. & Ghahramani, A. Equilibrium equations On zero ...
  • Soubra, A.-H., Kastner, R. & Benmansour, A. Passive earth pressures ...
  • Bemebarek, N., Benmebarek, S., Kastner, R. & Soubra, A.-H. Passive ...
  • P. L. A. Barros, A Coulomb-Type Solution for Active Earth ...
  • P. L. A. Barros and P. J. Santos, Coefficients of ...
  • M. Veiskarami and J. Kumar, Bearing Capacity of Foundations Subjected ...
  • M. Veiskarami and G. Habibagahi, Foundations bearing capacity subjected to ...
  • Veiskarami M and Zanj A. Stability of Sheet-Pile Walls Subjected ...
  • D. V. Hutton, Fundamentals of Finite Element Analysis, McGraw-Hill, NewYork, ...
  • Zienkiewicz OC and Taylor RL. The Finite Element Method. 5th ...
  • 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: 12,908
    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