000 02651nam a2200289 a 4500
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005 20251117113352.0
008 170420t2017 my da f a m 000 0 eng d
020 _aTHE0000558(Local)
039 9 _a201905160910
_bnazirah
_c201712061200
_dhuda
_y201704201124
_zfateeha
040 _aUMP
090 _aFKASA .M35 2017 r Bc.
100 0 _aMaisarah Abdullah
245 1 0 _aStudy of sand brick ratio 1:3 for partial replacement of sand with palm kernel shells (0%, 10% and 20%) /
_cMaisarah Abdullah
260 _aKuantan, Pahang :
_bUMP,
_c2017
300 _axiv, 60 p. :
_bill. (some col.) ;
_c30 cm. +
_e1 CD ROM
500 _aFaculty of Civil Engineering and Earth Resources
502 _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017
504 _aBibliography : p. 47-48
520 3 _aIn this study, samples of sand brick that added with palm kernel shells (PKS) are produced to determine the best compressive strength of sand brick and to identify the best water absorption of sand brick with different percentages. There are 3 different percentages which are 0%, 10% and 20% will be replaced with the sand. The size of sand brick is 225mm x 113mm x 75mm. There are 120 bricks with three different percentage of ratio palm kernel shells are produced 20 samples for each percentage for 7 days and 28 days to get the average results of the compressive strength and water absorption. The outcome of these results is to compare the compressive strength and water absorption of sand brick are replaced with palm kernel shells and control samples. From the average of compressive strength by using air curing is decrease from 34.06 N/mm2 until 22.66 N/mm2 for 7 days and from 36.04 N/mm2 until 24.86 N/mm2 for 28 days while using water curing method also decrease from 33.00 N/mm2 until 22.32 N/mm2 for 7 days and from 34.63 N/mm2 until 23.52 N/mm2. Then, the average for water absorption by using air curing is increase from 2.41% until 5.35% for 7 days and from 2.64% until 6.33% for 28 days while by using water curing also increase from 2.67% until 6.24% for 7 days and from 2.94% until 6.63% for 28 days. This study will be useful to improve the strength of the sand brick by using smaller percentage from this study.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDissertations
650 0 _aUniversities and Colleges
_xDissertations
650 0 _aTheses
856 4 0 _uhttp://ecollib.ump.edu.my/25814/
_zAccess in library only
999 _aVIRTUA40
_c7469
_d7475
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