000 03226nam a22003137a 4500
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040 _aTUPM
_bEnglish
_cTUPM
_dTUPM
_erda
050 _aBTH TA 145
_bA38 2019
100 _aAguado, Evangeline M.
_eauthor
245 _aProperty characterization of cement-bounded particle board using powdered scoria as partial replacement to cement and waste falcata particles as raw materials/
_cEvangeline M. Aguando, Alyssa Marie P. Camilon, Monette V. Nedic, and John Patrick B. Vicencio.--
260 _aManila:
_bTechnological University of the Philippines,
_c2019.
300 _axvi, 80pages:
_c29cm.
336 _2rdacontent
337 _2rdamedia
338 _2rdacarrier
500 _aBachelor's Thesis
502 _aCollege of Engineering.--
_bBachelor of science in civil engineering;
_cTechnological University of the Philippines,
_d2019.
504 _aIncludes bibliographic references and index.
520 _aIncrease in need of housing unit in the Philippines meant increase in cement manufacture. As the population tremendously grow, the possibility that the source of cement may one day be depleted is at hand. Researchers now focus on finding ways to reduce manufacture of cement by producing sustainable construction materials utilizing alternatives for replacement of cement. The purpose of this study is to investigate the property characterization of cement bonded particle board (CPB) using scoria as partial replacement to cement. Laboratory size CPBs with dimensions of 1.25 x 30 x 30 cm were produced using cement: falcata particles ratio of 60/40 and scoria content as cement replacement of 0%SC, 5%SC, 10%SC, 15%SC, 20%SC, 25%SC, 30%SC and 35%SC. The falcata particles collected were hamermilled and soaked in water for 24 hours then air-dried in equilibrium moisture content. Cement and water were mixed with the particles until thoroughly coated with cement. The mixtures were mat formed, pressed and clamped for 24 hours. After the boards were cured and conditioned for 28 days, the boards were tested for their mechanical and physical properties and compared with control specimen (0%SC). The physical properties of boards gave remarkable result for all set with scoria replacements such that the least TS is at 0.15% while 12.33% in WA. For the mechanical properties, MOR of scoria replacements of 20%SC and 25%SC produced boards exceeding PNS/CTP 07 (1990) standard for non-structural 12 mm thick boards of 6.75 MPa. Also, the recorded maximum load resistance in NPT is at 121.55 kgf (1.19 kN) at 35%SC replacement. The results showed that the properties of the boards were influenced by the amount of scoria put in replacement to cement. Also 20%SC replacement produced good quality boards by satisfying the minimum requirements of PNS/CTP 07:1990 and exceeding performance requirements from commercial plants.
650 _aCement-bonded
650 _aWaste falcata particles
650 _aPowered scoria
700 _aCamilon, Alyssa Marie P.
_eauthor
700 _aNedic, Monette V.
_eauthor
700 _aVicencio, John Patrick B.
_eauthor
942 _2lcc
_cBTH COE
_n0
999 _c29992
_d29992