15
Views
0
CrossRef citations to date
0
Altmetric
Research Article

Durability and microstructural characteristics of self-compacting concrete incorporating M-sand

, &
Received 13 Oct 2023, Accepted 16 Apr 2024, Published online: 24 Jun 2024
 

ABSTRACT

Self-Compacting Concrete (SCC) is characterized by increased fluidity and enhanced cohesion, leading to its growing prominence within the construction sector. Additive materials such as alccofine and silica fume can enhance the properties of SCC while concurrently mitigating the ecological footprint linked to cement manufacturing. Manufactured sand, also known as M-sand, is finely crushed aggregate sourced from rocks or quarry stones, providing a sustainable substitute for natural river sand in construction. The primary emphasis of this study revolves around evaluating the enduring compressive strength and durability attributes of SCC, wherein M-sand is employed to replace river sand to varying percentages of 0%, 25%, 50%, 75%, and 100%. Durability assessments encompass evaluations at 28, 56, 90, 180, and 365 days for water absorption, Rapid Chloride Penetration Test (RCPT), sorptivity, and Volume of Permeable Voids (VPV), all compared against the benchmarks of control concrete. Microstructural characterization studies entail the utilization of techniques such as Scanning Electron Microscope imagery (SEM), X-ray Diffraction (XRD), and Fourier Transform Infrared Spectroscopy (FTIR). From the results it is observed that M-sand replacement in SCC enhanced durability of the concrete.

CO EDITOR-IN-CHIEF:

ASSOCIATE EDITOR:

Nomenclature

Al2O3=

Aluminum oxide

CaO=

Calcium oxide

Fe2O3=

Ferric oxide

FTIR=

Fourier Transform Infrared Spectroscopy

K2O=

Potassium oxide

MgO=

Magnesium oxide

Na2O=

Sodium oxide

RCPT=

Rapid Chloride Penetration Test

SCC=

Self-Compacting Concrete

SEM=

Scanning Electron Microscope

SiO2=

Silicon dioxide

SO3=

Sulfur trioxide

VPV=

Volume of Permeable Voids

XRD=

X-ray Diffraction

Acknowledgments

I wish to express my gratitude to SRM Concrete Technology Laboratory, the Centre for Advanced Concrete Research (CACR) Laboratory, the Central Instrumentation Facility, and NRC, Kattankulathur, for generously providing the microstructure characterization equipment, for which the authors are deeply appreciative.

Disclosure statement

No potential conflict of interest was reported by the author(s).

Credit authorship contribution statement

Suriya D: Conceptualization, Methodology, Data curation, Writing – Original draft preparation, Investigation. Prakash Chandar S: Supervision, Reviewing and Editing, Panruti thangaraj ravichandran: Supervision and Reviewing.

Additional information

Funding

This research did not receive any specific grant from funding agencies in the public, commercial or non for profit sectors.

Log in via your institution

Log in to Taylor & Francis Online

PDF download + Online access

  • 48 hours access to article PDF & online version
  • Article PDF can be downloaded
  • Article PDF can be printed
USD 61.00 Add to cart

Issue Purchase

  • 30 days online access to complete issue
  • Article PDFs can be downloaded
  • Article PDFs can be printed
USD 199.00 Add to cart

* Local tax will be added as applicable

Related Research

People also read lists articles that other readers of this article have read.

Recommended articles lists articles that we recommend and is powered by our AI driven recommendation engine.

Cited by lists all citing articles based on Crossref citations.
Articles with the Crossref icon will open in a new tab.