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:

1,748
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Download:

0
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Cites:

Information Journal Paper

Title

EFFECTS OF CALCINED CLAY MINERALS AND SILICA FUME ON THE COMPRESSIVE STRENGTH OF CONCRETE

Pages

  33-50

Abstract

 Pozzolanic materials are well known as potential replacements for cement manufacturing in order to increase COMPRESSIVE STRENGTH and improve durability of CONCRETE in different environments and leading to save energy particularly reducing global warming effect. The present study reveals the effect of calcined clay minerals as natural pozzolanic material, separately and in combination with and without SILICA FUME. To achieve this aim, 15 mixed designs with a constant water to cementitious ratio of 0.38 is made. In six mixed designs only metakaolin, zeolite or SILICA FUME and in eight other designs metakaolin and SILICA FUME or zeolite and SILICA FUME have been combined. Mixes containing metakaolin or zeolite with ratio of 10 or 20 percent and SILICA FUME with 7 or 10 percent show significant increasing in COMPRESSIVE STRENGTH and improving durability, being valuable replacement for cement (in percentages). In particular, the best practice is attributed to the age of 28 days for COMPRESSIVE STRENGTH the replacement of the composition is 10% zeolite with 7% of SILICA FUME and for electrical resistance the replacement of the composition is 10% zeolite with 7% of SILICA FUME.

Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    SOLTANI, ABOLFAZL, TARIGHAT, AMIR, & ROSTAMI, ROOH ALAH. (2017). EFFECTS OF CALCINED CLAY MINERALS AND SILICA FUME ON THE COMPRESSIVE STRENGTH OF CONCRETE. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 4(1 (10) ), 33-50. SID. https://sid.ir/paper/252587/en

    Vancouver: Copy

    SOLTANI ABOLFAZL, TARIGHAT AMIR, ROSTAMI ROOH ALAH. EFFECTS OF CALCINED CLAY MINERALS AND SILICA FUME ON THE COMPRESSIVE STRENGTH OF CONCRETE. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2017;4(1 (10) ):33-50. Available from: https://sid.ir/paper/252587/en

    IEEE: Copy

    ABOLFAZL SOLTANI, AMIR TARIGHAT, and ROOH ALAH ROSTAMI, “EFFECTS OF CALCINED CLAY MINERALS AND SILICA FUME ON THE COMPRESSIVE STRENGTH OF CONCRETE,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 4, no. 1 (10) , pp. 33–50, 2017, [Online]. Available: https://sid.ir/paper/252587/en

    Related Journal Papers

    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