Abdoullah, Namdar and Fadzil, Mat Yahaya and Chua, Pei Shan and Nabila Shahilla, Rajagopal (2014) Effect of Seashell Powder on Flexural and Compressive Strength of Cement Mortar in Early Age. Advanced Materials Research, 894. pp. 65-69. ISSN 1022-6680 (print), 1662-8985 (online). (Published)
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The Effect of Nanoparticles of Ordinary Portland Cement (OPC) on Compressive Strength of Concrete.pdf - Published Version Download (41kB) | Preview |
Abstract
The several structures have been failed due to low flexural and compressive strength of OPC paste. Many waste materials are applicable for modify flexural and compressive strength of cement mortar. Among the additives, a natural additive has been selected. The effect of seashell powder on flexural and compressive strength of cement mortar has been investigated. The result indicated that with replacement of 1% seashell, the deflection, time to failure and maximum load to failure of concrete beam has been improved. And the strain, time to failure and compressive modulus elasticity of cubic specimen has not considerably been changed. The more investigation on macro and micro property of OPC is necessary to obtain better results.
Item Type: | Article |
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Uncontrolled Keywords: | Additive; Compressive Modulus Elasticity; Deflection;Load to Failure; Time to Failure |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
Faculty/Division: | Faculty of Civil Engineering & Earth Resources |
Depositing User: | Mrs. Neng Sury Sulaiman |
Date Deposited: | 13 Apr 2016 01:34 |
Last Modified: | 13 Apr 2016 01:34 |
URI: | http://umpir.ump.edu.my/id/eprint/10242 |
Download Statistic: | View Download Statistics |
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