Utilization of Sawdust as a Partial Replacement of Fine Aggregate for Sustainable Hollow Concrete Block Production

Author

Aashish Mahour, Mr. Ujjawal Bhargava, Dr. Manoj Sharma


Abstract

 Hollow concrete blocks are widely used in residential, industrial, and multi-store construction. They are generally produced using Portland cement, fine aggregates, and water. Compared with conventional concrete, block mixtures typically contain a higher proportion of fine aggregate and lower water content.

The increasing demand for natural fine aggregates has led to resource depletion and environmental concerns, creating a need for sustainable alternative materials. Sawdust, a readily available waste material, can be utilized as a partial replacement for fine aggregate in hollow concrete blocks.

The objective of this experimental study is to evaluate the suitability of sawdust as a partial replacement for fine aggregate in hollow concrete blocks and to determine an optimum replacement level that provides acceptable strength, density, and overall performance. The study also aims to promote waste utilization, conserve natural resources, and support the development of more sustainable and economical construction materials.

The study was a laboratory experimental study conducted by preparing two types of HCB test samples. The first test sample of HCB was produced by using mix proportion 1:2:1:2 of cement, sand, gravel 00 and crushed aggregate respectively as a control group. The second sample HCBs were produced by replacing sand with sawdust in 4% increment in volume 4%. 8%, 12%, 16%, 20%, and 24%. but the result between 8% and 12% replacement shows high difference therefore 10% replacement is needed to get the intermediate result.

The experimental results indicate that the control hollow concrete block (HCB) without sawdust achieved a mean compressive strength of 5.09 MPa. With the incorporation of sawdust as a partial replacement for fine aggregate, the mean compressive strength decreased to 4.01 MPa at 10% replacement and 2.13 MPa at 20% replacement. Based on the strength requirements, 10% sawdust replacement was found suitable for Class B HCBs, while 20% replacement was considered acceptable for Class C HCBs.

The density and water absorption results also demonstrated the influence of sawdust incorporation. A 4% volumetric replacement of sand with sawdust reduced the block density by approximately 3.86%, while water absorption increased by about 2%. In addition, the use of sawdust resulted in a reduction in material cost compared with conventional HCBs. At 4% volumetric replacement, the material cost decreased by approximately 2.17rs (2%). 



Keywords

Compressive Strengths, Fine aggregate, Hollow Concrete Block, Sawdust, HCB, Sand



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References


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