Characteristics of concrete bricks after partially substituting portland cement type 1 with cement and seashell waste and partially substituting sand with glass waste
Chanya Punthama, Nuta Supakata, and Vorapot Kanokkantapong
To manage solid waste from Si Chang Island, concrete bricks were produced by partially substituting
Portland cement Type 1 with green mussel/cockle seashell waste and cement waste and
sand was partially substituted with glass waste. In producing bricks, water, cement, and sand were
mixed at a weight ratio of 11.11:22.22:66.67. Using seashell waste (cockle seashells and green
mussels) in concrete bricks as partial replacement of cement and cement waste, the results showed
that the addition of seashell waste content decreased the compressive strength and increased the
water absorption of the bricks. The optimal mixture of cement, cement waste, and seashell waste
was at a weight ratio of 19:2.11:1.11 in which the compressive strength and water absorption
of the bricks produced from cockle seashell waste were 6.41 MPa and 7.44%, respectively, and
those from green mussel waste were 6.30 MPa and 7.91%. In addition, by replacing sand with
glass waste, the results revealed that compressive strength and water absorption were decreased
when glass waste was increased. In conclusion, concrete bricks produced by partially substituting
Portland cement Type 1 with cement waste and seashell waste and partially substituting sand
with glass waste are compliant with TIS 57-2533 with an optimal ratio of 19: 2.11: 1.11: 56.67: 10:
11.11 (Portland cement Type1: cement waste: seashell waste: sand: glass waste: water) by weight.