Journals / Turkish Journal of Engineering / 2019 / Cilt: 3 - Sayı: 3

MASS CONCRETE CONSTRUCTION USING SELF-COMPACTING MORTAR

Pages
110–119
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

In addition to low temperature rise that is suitable for mass concrete, the PAC method produced concrete specimens with compressive strength and modulus of elasticity values comparable to conventional concrete.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Risk of thermal cracking is a well-known problem in mass concrete structures.
📊
Key Findings & Data:Using different concrete compositions made with locally available cementitious materials and aggregate fractions, massive concrete cubes, each 1 m. were prepared.
💡
Conclusion & Impact:In addition to low temperature rise that is suitable for mass concrete, the PAC method produced concrete specimens with compressive strength and modulus of elasticity values comparable to conventional concrete.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Preplaced Aggregate Concrete · Mass Concrete · Self-compacting Concrete

Abstract

Risk of thermal cracking is a well-known problem in mass concrete structures. One of the steps in mitigating this problem is to keep the initial placement temperature of concrete as low as possible. From this standpoint, Preplaced Aggregate Concrete (PAC) is advantageous because the friction among the coarse aggregate particles during the mixing operation causes the initial temperature of concrete to rise. Making PAC by the conventional method of grout injection requires special equipment and skilled workers. An alternative method using a self-compacting mortar for grouting preplaced aggregate was investigated in this study. Using different concrete compositions made with locally available cementitious materials and aggregate fractions, massive concrete cubes, each 1 m. were prepared. The specimens were tested for thermal and mechanical properties. In addition to low temperature rise that is suitable for mass concrete, the PAC method produced concrete specimens with compressive strength and modulus of elasticity values comparable to conventional concrete.

🔖

Cite This Article

BAYER, İ. R., TURANLİ, L., MEHTA, P. K. (2019). MASS CONCRETE CONSTRUCTION USING SELF-COMPACTING MORTAR. Turkish Journal of Engineering, Cilt: 3 - Sayı: 3, 110–119. https://ajindex.com/articles/370929

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (6)

  1. Abdelgader, H. S., 1996. Effect of quantity of sand on the compressive strength of two-stage concrete. Mag.Concr. Res. 48(177): 353-360
  2. Abdelgader, H. S., and Górski, J., 2002. Influence of grout proportions on modulus of elasticity of two-stage concrete. Mag.Concr. Res. 54(4): 251-255
  3. Abdelgader, H. S., and Górski, J., 2003. Stress-strain relations and modulus of elasticity of two-stage concrete. J. Mater. Civ. Eng. 15(4): 329-334
  4. Abdelgader, H. S., and Ben-zeitun, A. E., 2004. Effect of grout proportions on tensile strength of two-stage concrete measured by split and double-punch tests. Structural Concrete 5(4): 173-177
  5. Abdelgader, H. S., Ben-Zeitun, A. E., Saud, A. F. and Elgalhud, A. A., 2006. Mechanical Behavior of Two-Stage (Pre-placed Aggregate) Concrete. The 10th Arab Structural Engineering Conference, Kuwait Abdelgader, H. S. and Elgalhud, A. A., 2008. Effect of grout proportions on strength of two-stage concrete. Structural Concrete 9(3): 163-170 ACI Committee 116 (116R-00), 2008. Cement and Concrete Terminology Part I: ACI Manual of Concrete Practice ACI Committee 207 (207.1R-05), 2008. Mass Concrete Part II: ACI Manual of Concrete Practice ACI Committee 304 (304.1R-92), 2008. Guide for the Use of Preplaced Aggregate Concrete for Structural and Mass Concrete Applications Part II: ACI Manual of Concrete Practice ACI Committee 318 (ACI 318-14), 2015. Commentary on Building Code Requirements for Structural Concrete: American Concrete Institute Afshinnia, K., and Poursaee, A., 2015. The potential of ground clay brick to mitigate Alkali–Silica Reaction in mortar prepared with highly reactive aggregate Const. Build. Mater. 95: 164-170 ASTM C 150, 2012. Standard specification for Portland cement, American Society of Testing and Materials, West Conshohocken, PA: ASTM International ASTM C 595, 2000. Standard Specification for Blended Hydraulic Cements. American Society of Testing and Materials, West Conshohocken, PA: ASTM International ASTM C618-15, 2015. Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete, American Society of Testing and Materials, West Conshohocken, PA: ASTM International Akgüngör, A., Sevim, Ö., Kalkan, İ. and Demir, İ., 2018. Restrained Shrinkage Cracking of Self-Consolidating Concrete Roads. Sci. Eng. Compos. Mater. 43:112 Baumann, P., 1948 Use of Prepacked Aggregate Concrete in Major Dam Construction. ACI Journal Proceedings, 20(3): 229-236
  6. Baronio, G., and Binda, L., 1997. Study of the