000			01945nam a22001817a 4500
003			OSt
005			20240910115746.0
008			240910b |||||||| |||| 00| 0 eng d
040			_aMMSU _cULS
100			_aParado, Leandro V.
245			_aEffect of soda-lime glass on the compressive strength of concrete as replacement material to the coarse aggregate / _cLeandro V. Parado
260			_aCity of Batac : _bMMSU, _c2024.
300			_axiii, 59 leaves : _c29 cm.
500			_aUTHESIS (Bachelor of Science in Ceramic Engineering)
504			_aBibliography : leaves 36-37
520			_aThis thesis aimed to determine the effect of soda-lime glass (SLG) as replacement to the coarse aggregate (gravel). The replacement ratio to the coarse aggregate were 0%, 20%, 40%, 60%, and 80% with a mix design of M15 grade that has a proportion of 1:2:4 (cement:sand:coarse aggregate) with a standard compressive strength of 15 megapascal (MPa). Additionally, the study evaluated the curing process of the concrete with 7, 14, and 28 days, density of the concrete before and after the curing process; and hydration process of the cement in the concrete through scanning electron microscope (SEM) analysis, as these major factors affect the compressive strength of the concrete aside of the ratio replacement SLG aggregate. The density of the concrete decreased as the ratio replacement of the SLG increased. Therefore, the compressive strength decreased as the replacement ratio of SLG increased. However, F4 has higher strength than F3 in 28 curing days due to the alkali-silica reaction (ASR). Moreover, the density of concrete in 7 curing days is higher than 28 curing days. Hence, the factor of this is the hydration process of the concrete due to late development of belite and early development of aluminate. These findings contribute to sustainable and cost-effective construction practices.
942			_2lcc _cTHEDIS
999			_c23517 _d23517