TY - GEN
T1 - Advancing the structural use of earth-based bricks
T2 - 2013 Architectural Engineering National Conference: Building Solutions for Architectural Engineering, AEI 2013
AU - Obonyo, Esther Adhiambo
AU - Donkor, P.
AU - Baskaran, M.
AU - Amezugbe, F.
PY - 2013/11/15
Y1 - 2013/11/15
N2 - Standards and codes can play a key role in the social acceptability of earthen masonry. This notwithstanding, the existing regulatory framework for earth-based masonry construction is limited to derivatives of performance standards and codes that were developed for concrete masonry units. The discussion in this paper presented work directed at contributing the development of a reliable resting regime for interlocking bricks. The different testing regimes investigated include crushing full-sized blocks (horizontally), 2-inch and 1.18-inch cubes and units with filled recesses testing in compliance with the provisions of ASTM C140-12, Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units. The findings have revealed that the numbers obtained for compressive strength change depending on the testing regime. In addition, the recorded values for compressive strengths were much higher when the samples were tested based on the provisions of ASTM C140-12, Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units. As this procedure accounts for the unit geometric properties of the interlocking block, the results suggest that it is a more reliable testing regime.
AB - Standards and codes can play a key role in the social acceptability of earthen masonry. This notwithstanding, the existing regulatory framework for earth-based masonry construction is limited to derivatives of performance standards and codes that were developed for concrete masonry units. The discussion in this paper presented work directed at contributing the development of a reliable resting regime for interlocking bricks. The different testing regimes investigated include crushing full-sized blocks (horizontally), 2-inch and 1.18-inch cubes and units with filled recesses testing in compliance with the provisions of ASTM C140-12, Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units. The findings have revealed that the numbers obtained for compressive strength change depending on the testing regime. In addition, the recorded values for compressive strengths were much higher when the samples were tested based on the provisions of ASTM C140-12, Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units. As this procedure accounts for the unit geometric properties of the interlocking block, the results suggest that it is a more reliable testing regime.
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U2 - 10.1061/9780784412909.096
DO - 10.1061/9780784412909.096
M3 - Conference contribution
AN - SCOPUS:84887341248
SN - 9780784412909
T3 - AEI 2013: Building Solutions for Architectural Engineering - Proceedings of the 2013 Architectural Engineering National Conference
SP - 988
EP - 996
BT - AEI 2013
Y2 - 3 April 2013 through 5 April 2013
ER -