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Experimental data on the splitting tensile strength of bamboo reinforced lateritic concrete using different culm sizes.

ABSTRACT: In this data article, the splitting tensile strengths of bamboo reinforced lateritic concrete with varying bamboo culm sizes are presented and compared with bamboo reinforced pure concrete (i.e. no lateritic replacement for fine aggregate). 25% of fine aggregate was replaced with laterite and concrete cylinders were cast using bamboo reinforcements both full culm sizes and half culm sizes. The cylinders of 300 mm height and 150 mm diameter were cured for 28 days and subjected to splitting tensile load at 7 days, 14 days and 28 days. Three samples were tested for each conditions and the average value computed.

SUBMITTER: Atoyebi OD

PROVIDER: S-EPMC6171081 | biostudies-literature | 2018 Oct

REPOSITORIES: biostudies-literature

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Experimental data on the splitting tensile strength of bamboo reinforced lateritic concrete using different culm sizes.

Atoyebi Olumoyewa Dotun OD Odeyemi Samson O SO Orama Joy A JA

Data in brief 20180927

In this data article, the splitting tensile strengths of bamboo reinforced lateritic concrete with varying bamboo culm sizes are presented and compared with bamboo reinforced pure concrete (i.e. no lateritic replacement for fine aggregate). 25% of fine aggregate was replaced with laterite and concrete cylinders were cast using bamboo reinforcements both full culm sizes and half culm sizes. The cylinders of 300 mm height and 150 mm diameter were cured for 28 days and subjected to splitting tensil ...[more]

PMID: 30294650

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Dataset Information

Experimental data on the splitting tensile strength of bamboo reinforced lateritic concrete using different culm sizes.

Publications

Experimental data on the splitting tensile strength of bamboo reinforced lateritic concrete using different culm sizes.

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