Optimization and Performance Evaluation of AAC Blocks: A Study on Compressive Strength Enhancement

Authors

  • Sandip M. Kale Associate Professor S. B. Patil College of Engineering, Indapur, India
  • Shri Prasad V. Bankar Associate Professor S. B. Patil College of Engineering, Indapur, India
  • Rupesh D. Mohite UG Student, S. B. Patil College of Engineering, Indapur, India
  • Ritesh V. Salunke UG Student, S. B. Patil College of Engineering, Indapur, India
  • Akshay D. Vipat UG Student, S. B. Patil College of Engineering, Indapur, India

Abstract

Autoclaved Aerated Concrete (AAC) blocks are lightweight, precast building materials made from a mixture of cement, lime, silica (usually sand), water, and aluminum powder, which causes the material to expand and form a porous structure. The standard mix proportions typically consist of 10-15% cement, 20-30% lime, 50-60% silica, and a small amount of aluminum powder. Mix Proportion I is the most effective, achieving the highest compressive strength of 7.8 MPa at 28 days. Optimization of mix design, especially in Mix I, plays a significant role in enhancing the performance of AAC blocks. Thus, Mix I is recommended for further production and application in construction due to its superior strength characteristics with mix proportion of Cement-25% , Fly ash-50%, Lime-10%, Sand-10%, Aluminum Liquid-0.2%, Gypsum-0.2% & Water- 0.65% . The production process includes mixing, molding, curing using water curing, and drying. AAC blocks are tested for compressive strength. These properties make AAC blocks an ideal choice for sustainable, energy-efficient construction, offering significant advantages in terms of strength, insulation, and environmental performance.

Downloads

Download data is not yet available.

Downloads

Published

27-05-2025

Issue

Section

Articles

How to Cite

[1]
S. M. Kale, S. P. V. Bankar, R. D. Mohite, R. V. Salunke, and A. D. Vipat, “Optimization and Performance Evaluation of AAC Blocks: A Study on Compressive Strength Enhancement”, IJRESM, vol. 8, no. 5, pp. 182–186, May 2025, Accessed: May 29, 2025. [Online]. Available: https://journal.ijresm.com/index.php/ijresm/article/view/3277