مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Verion

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

video

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

sound

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Version

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

View:

161
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Download:

91
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Cites:

Information Journal Paper

Title

Modeling of Unconfined Compressive Strength (UCS) of Full-Depth Reclaimed Base Materials Stabilized with Portland Cement Using Evolutionary Polynomial Regression

Pages

  171-184

Keywords

Full Depth Reclamation (FDR) 
UCS 
Evolutionary Polynomial Regression (EPR) 

Abstract

 1. Introduction In the present study, Evolutionary Polynomial Regression (EPR) technique is employed to develop a mathematical model to estimate the USC of Full Depth reclaimed (FDR) materials stabilized with Portland cement. To this end, a dataset containing 62 records from experimental studies related to unconfined compressive strength of full-depth reclaimed (FDR) base stabilized with Portland cement were used. Percentage of cement, percentage of RAP, percent passing of #200 sieve, optimum moisture content, and curing time were considered as independent variables. The results show that EPR has a great capability for prediction of the UCS in case of FDR base stabilized with Portland cement...

Multimedia

  • No record.
  • Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    GHANIZADEH, ALI REZA, Rahrovan, Morteza, & Heidarabadizadeh, Nasrin. (2022). Modeling of Unconfined Compressive Strength (UCS) of Full-Depth Reclaimed Base Materials Stabilized with Portland Cement Using Evolutionary Polynomial Regression. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ), 51(4 (105) ), 171-184. SID. https://sid.ir/paper/1038696/en

    Vancouver: Copy

    GHANIZADEH ALI REZA, Rahrovan Morteza, Heidarabadizadeh Nasrin. Modeling of Unconfined Compressive Strength (UCS) of Full-Depth Reclaimed Base Materials Stabilized with Portland Cement Using Evolutionary Polynomial Regression. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2022;51(4 (105) ):171-184. Available from: https://sid.ir/paper/1038696/en

    IEEE: Copy

    ALI REZA GHANIZADEH, Morteza Rahrovan, and Nasrin Heidarabadizadeh, “Modeling of Unconfined Compressive Strength (UCS) of Full-Depth Reclaimed Base Materials Stabilized with Portland Cement Using Evolutionary Polynomial Regression,” JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ), vol. 51, no. 4 (105) , pp. 171–184, 2022, [Online]. Available: https://sid.ir/paper/1038696/en

    Related Journal Papers

  • No record.
  • Related Seminar Papers

  • No record.
  • Related Plans

  • No record.
  • Recommended Workshops






    Move to top
    telegram sharing button
    whatsapp sharing button
    linkedin sharing button
    twitter sharing button
    email sharing button
    email sharing button
    email sharing button
    sharethis sharing button