This thesis presents a study on the improvement of mortar material used for laying bricks and blocks in The Gambia, in order to find an optimum mixing formula for the mortar. Five different mortar mixes, with water-to-cement ratios (w/c) of (0.8, 0.7, 0.65, 0.6 and 0.5) and a cement-to-sand ratio of 1:3, were tested using the flow table to calculate the flow and to obtain the optimum w/c ratio. Then batches of geopolymer mortars cubes were made using geopolymer-to-sand ratios of 1:1 and 1:2. Results from the flow table test shows that the optimum w/c ratio for mortar made from sand samples from The Gambia is 0.65 and an increase in the water/cement ratio increases the workability and flow rate of the mortar but decreases the compressive strength. Compressive test results showed that the cement mortars made from sand samples in Taiwan are stronger than the ones made from sand samples in The Gambia. The final part of the results showed that mortar made from geopolymer has a higher strength (more than 80%) than cement mortar.
This thesis presents a study on the improvement of mortar material used for laying bricks and blocks in The Gambia, in order to find an optimum mixing formula for the mortar. Five different mortar mixes, with water-to-cement ratios (w/c) of (0.8, 0.7, 0.65, 0.6 and 0.5) and a cement-to-sand ratio of 1:3, were tested using the flow table to calculate the flow and to obtain the optimum w/c ratio. Then batches of geopolymer mortars cubes were made using geopolymer-to-sand ratios of 1:1 and 1:2. Results from the flow table test shows that the optimum w/c ratio for mortar made from sand samples from The Gambia is 0.65 and an increase in the water/cement ratio increases the workability and flow rate of the mortar but decreases the compressive strength. Compressive test results showed that the cement mortars made from sand samples in Taiwan are stronger than the ones made from sand samples in The Gambia. The final part of the results showed that mortar made from geopolymer has a higher strength (more than 80%) than cement mortar.