000 02321ntm a2200277 a 4500
001 vtls000102676
003 KUKTEM
005 20251117113348.0
008 180105t2017 my a f a m 000 0 eng d
020 _aTHE0000323(Local)
039 9 _a201905141706
_bnazirah
_y201801051001
_zfateeha
040 _aUMP
090 _aFKASA .A94 2017 r Bc.
100 0 _aMuhammad Azfar Bahaudin
245 1 0 _aMechanical properties of cement brick using quarry dust as partial sand replacement /
_cMuhammad Azfar Bahaudin
260 _aKuantan, Pahang :
_bUMP,
_c2017
300 _aix, 34 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. 33-34
520 3 _aAn environmentally sustainable system must maintain a stable resource base avoiding over-exploitation of non-renewable resource system. This experimental study presents the variation in the compressive strength, flexural strength and water absorption of bricks when quarry dust is used to replace sand in cement brick production. Four types of mix proportions were practiced in the production of the bricks specimens were 1:5:0, 1:4.9:0.1, 1:4.8:0.2 and 1:4.7:0.3 (Cement: Sand: Quarry Dust). Method that used for the curing of the bricks is ponding method. The compressive and flexural strength of the bricks was determined at 7, 14 and 28 days. Both compressive and flexural strength give the highest strength at 30%. The compressive and flexural strength increased gradually with the increase of quarry dust that used as partial san replacement. The water absorption test decrease gradually as the percentage of quarry dust decrease. This give the 30% of quarry dust used as partial sand replacement has the lowest water absorption. Hence 30% of quarry dust are the best cement brick from this experimental as it gives higher compressive and flexural strength with the lowest water absorption t percentage.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDissertations
650 0 _aUniversities and Colleges
_xDissertations
650 0 _aTheses
999 _aVIRTUA40
_c7381
_d7387
999 _aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992