Enhancing Compressive Strength in M45 Grade Concrete: A Comparative Evaluation of Micro-silica and Alccofine as Partial Cement Replacements

Authors

  • Santosh G.C. Civil Engineering Department, Affiliated to Pokhara University, Pokhara Engineering College, Pokhara, Nepal
  • Sudeep Koirala Planning and Development Department, Gandaki University, Pokhara, Nepal

DOI:

https://doi.org/10.3126/pecj.v2i2.81739

Keywords:

Concrete, Compressive Strength, Micro silica, Alccofine, M45 Grade Concrete, Workability

Abstract

This study investigates the compressive strength and durability of M45 grade concrete using Micro-silica and Alccofine as partial replacements for cement. Experimental results indicate that Alccofine-based concrete achieves 28-day compressive strengths of up to 60.6 MPa at 10% replacement, outperforming Micro-silica-based mixes by 55.2 MPa. Alccofine also enhances workability, with slump values peaking at 144 mm and 135 mm for Micro-silica. The optimal replacement level for both materials is 10% by cement volume, where Alccofine’s dual pozzolanic-cementitious reactivity improves microstructure densification, reducing permeability and enhancing durability. These findings position Alccofine as a superior additive for high-strength concrete applications, offering significant mechanical and durability advantages.

Downloads

Download data is not yet available.
Abstract
73
PDF
52

Downloads

Published

2025-07-15

How to Cite

G.C., S., & Koirala, S. (2025). Enhancing Compressive Strength in M45 Grade Concrete: A Comparative Evaluation of Micro-silica and Alccofine as Partial Cement Replacements. Pokhara Engineering College Journal, 2(2), 51–58. https://doi.org/10.3126/pecj.v2i2.81739

Issue

Section

Research Articles