TY - GEN
T1 - Strength improvement of early age unfired soil lime bricks
AU - Purnomo, Heru
AU - Priadi, Dedi
AU - Lumingkewas, H. Riana
PY - 2013
Y1 - 2013
N2 - Despite their low performance quality and aesthetics, non-standard bricks are commonly used in the construction of low-rise buildings and rural houses in Indonesia. These bricks are produced traditionnally in home run plants with little adherance to appropriate mix designs. These unfired soil lime bricks enter the market within 2 weeks of production, which inflicts potential loss to the buyers due to their low performance quality. The paper discusses strength improvements of these early age bricks through 2 methods. The first method is by adding the optimal amount of mixing water to the soil and lime mix. The second method is by adding untreated coconut fibers with a 2.5 cm fiber length as additional reinforcements. The effect of 3%, 5% and 7% fiber addition to the mechanical properties of bricks were investigated. Laboratory tests showed that higher compressive strengths, compared to that of traditional unfired soil lime bricks, could be achieved through the 2 proposed methods. The bricks reinforced with higher percentage of untreated coconut fibers have better modulus of ruptures.
AB - Despite their low performance quality and aesthetics, non-standard bricks are commonly used in the construction of low-rise buildings and rural houses in Indonesia. These bricks are produced traditionnally in home run plants with little adherance to appropriate mix designs. These unfired soil lime bricks enter the market within 2 weeks of production, which inflicts potential loss to the buyers due to their low performance quality. The paper discusses strength improvements of these early age bricks through 2 methods. The first method is by adding the optimal amount of mixing water to the soil and lime mix. The second method is by adding untreated coconut fibers with a 2.5 cm fiber length as additional reinforcements. The effect of 3%, 5% and 7% fiber addition to the mechanical properties of bricks were investigated. Laboratory tests showed that higher compressive strengths, compared to that of traditional unfired soil lime bricks, could be achieved through the 2 proposed methods. The bricks reinforced with higher percentage of untreated coconut fibers have better modulus of ruptures.
KW - Coconut fibers
KW - Compressive strength
KW - Lime
KW - Modulus of rupture
KW - Soil
KW - Unfired bricks
UR - http://www.scopus.com/inward/record.url?scp=84878515329&partnerID=8YFLogxK
U2 - 10.4028/www.scientific.net/AMR.689.299
DO - 10.4028/www.scientific.net/AMR.689.299
M3 - Conference contribution
AN - SCOPUS:84878515329
SN - 9783037856871
T3 - Advanced Materials Research
SP - 299
EP - 303
BT - Green Building Technologies and Materials II
T2 - 2nd International Conference on Green Buildings Technologies and Materials, GBTM 2012
Y2 - 27 December 2012 through 28 December 2012
ER -