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

Evaluation of Liquefaction Hazards in Soil Layers along Tabriz Metro Line 1 based on Practical Methods

Year: 1399
COI: JR_JCEMA-4-3_005
Language: EnglishView: 66
This Paper With 15 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 15 صفحه است به صورت فایل PDF در اختیار داشته باشید.
آدرس ایمیل خود را در کادر زیر وارد نمایید:

Authors

Rouzbeh Dabiri - Department of Civil Engineering, Tabriz Branch, Islamic Azad University, Tabriz, Iran.
Sadaf Mahmoudi Azar - Department of Civil Engineering, Tabriz Branch, Islamic Azad University, Tabriz, Iran.

Abstract:

Settlements in the ground and deep soil layers can occur after the liquefaction phenomenon—these deformations damage structures, buildings, and lifelines. Several practical methods have recently been proposed based on fields and laboratory data for evaluating volumetric strain (settlement) and maximum shear strain due to liquefaction. The present study mainly aimed to compare liquefaction potential assessment findings in terms of risk intensity and settlement values of soil layers after liquefaction using Standard Penetration Test (SPT) and Energy Methods along Tabriz Metro Line 1. Thus, 31 boreholes along the path were selected in this regard. Then, the liquefaction potential of soil layers was assessed based on the above-mentioned methods, and the liquefaction potential risk index was determined as well. Finally, the settlement value of soil layers was evaluated according to the two proposed methods' findings. The findings showed that both processes were relatively correlated, and the energy method proposed higher liquefaction potential risk compared to the SPT procedure.

Keywords:

Paper COI Code

This Paper COI Code is JR_JCEMA-4-3_005. 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/1139961/

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:
Dabiri, Rouzbeh and Mahmoudi Azar, Sadaf,1399,Evaluation of Liquefaction Hazards in Soil Layers along Tabriz Metro Line 1 based on Practical Methods,https://civilica.com/doc/1139961

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 :

  • 1. Seed HB, Idriss IM, Arango I. Evaluation of liquefaction ...
  • 2. Idriss IM, Boulanger RW. SPT-based liquefaction triggering procedures. Rep. ...
  • 3. KHALILI NM, Dabiri R, HAJIALILUE BM. Evaluating the Liquefaction ...
  • 4. Robertson PK, Wride CE. Evaluating cyclic liquefaction potential using ...
  • 5. Andrus RD, Stokoe II KH. Liquefaction resistance of soils ...
  • 6. Dabiri R, Askari F, Shafiee A, Jafari MK. Shear ...
  • 7. Uyanık O, Ekinci B, Uyanık NA. Liquefaction analysis from ...
  • 8. Ishac MF, Heidebrecht AC. Energy dissipation and seismic liquefaction ...
  • 9. Law KT, Cao YL, He GN. An energy approach ...
  • 10. Running D L, An energy-based model for soil liquefaction ...
  • 11. Kayen RE, Mitchell JK. Assessment of liquefaction potential during ...
  • 12. Green RA, Mitchell JK. Energy-based evaluation and remediation of ...
  • 13. Jafarian Y, Vakili R, Abdollahi AS, Baziar MH. Simplified ...
  • 14. Kokusho T, Mimori Y. Liquefaction potential evaluations by energy-based ...
  • 15. Kaghazchi M, Dabiri R. Comparison of Liquefaction Potential Evaluation ...
  • 16. Askari F, Dabiri R, Shafiee A, Jafari MK. Effects ...
  • 17. Silver ML, Seed HB. Volume changes in sands during ...
  • 18. Pyke R, Seed HB, Chan CK. Settlement of sands ...
  • 19. Tokimatsu K, Seed HB. Evaluation of settlements in sands ...
  • 20.Oshnaviyeh D, Dabiri R. Comparison of Standard Penetration Test (SPT) ...
  • 21. Ghasemian M, Dabiri R, Mahari R. Settlements hazard of ...
  • 22. Shimomura S, Adachi T, Asaeda R and Sako N, ...
  • 23. Iwasaki T. A practical method for assessing soil liquefaction ...
  • 24. Iwasaki T, Tokida KI, Tatsuoka F, Watanabe S, Yasuda ...
  • 25. Barzegari G, Uromeihy A, Zhao J. EPB tunneling challenges ...
  • 26. Idriss IM. An update to the Seed-Idriss simplified procedure ...
  • 27. Skempton A K , Standard Penetration Test Procedures and ...
  • 28. Hynes ME, Olsen RS, Yule DE. The influence of ...
  • 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: Azad University
    Paper count: 12,062
    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.

    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