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An investigation on compressive strength of cement mortar with seashell powder additive

机译:贝壳粉末添加剂对水泥砂浆抗压强度的影响研究。

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摘要

In order to improve performances of cement mortar and cost consideration,udseveral alternatives have been selected. Among several of natural additives, seashellsudhave been chosen. This is due to its high percentage of calcium carbonate whichudcontributes to toughness property. Moreover, environmental pollution might occur ifudseashells are not properly disposed of. Hence, the potential of seashell powder as anudadditive for cement mortar has been investigated. The objectives of this research are toudidentify the best compressive strength of cement mortar with acceptable percentages ofudseashell powder, to determine modification of modulus elasticity of cement mortar asudwell as to investigate the time to failure against force. A total of 30 cubes of cement udmortar samples were prepared with 0%, 1%, 2%, 3% and 4% seashell powder additive.udCube specimens of 100mm x 100mm x 100mm were moulded and cured for ud7thudand 28thuddays. After that, the compressive strength of cement mortar samples with seashell udpowder additive was tested using Universal Tensile Machine. The results revealed thatudthe compressive strength of cement mortar with 1% seashell powder additive is higherudthan control sample. In term of failure, the cement mortar with seashell powder additiveudobtained longer time to failure compared to control sample. In general, seashell powderudhas potential become partially substitution of cement and improve performances of udcement mortar.
机译:为了提高水泥砂浆的性能和成本考虑,选择了几种替代方案。在几种天然添加剂中,已经选择了贝壳。这是由于其高含量的碳酸钙 ud有助于韧性。此外,如果未正确处理外壳,可能会造成环境污染。因此,已经研究了贝壳粉作为水泥砂浆添加剂的潜力。这项研究的目的是以可接受的百分比贝壳粉确定水泥砂浆的最佳抗压强度,以确定水泥砂浆的模量弹性的变化以及研究抗力破坏的时间。用0%,1%,2%,3%和4%的贝壳粉添加剂制备了总共30块水泥 udmortar样品。 ud100mm x 100mm x 100mm的立方体样品被模制并固化为ud7th udand 28th uddays。之后,使用Universal Tensile Machine测试带有贝壳粉或粉末添加剂的水泥砂浆样品的抗压强度。结果表明,具有1%贝壳粉添加剂的水泥砂浆的抗压强度高于对照组样品。在破坏方面,与对照样品相比,具有贝壳粉添加剂的水泥砂浆的破坏时间更长。通常,贝壳粉具有的潜力会成为水泥的部分替代品,并改善水泥砂浆的性能。

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    Chua Pei Shan;

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  • 年度 2014
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