000			03173nam a2200325 i 4500
003			CSPC
005			20260210092802.0
008			260210s2024 ph a b 000 0 eng d
040			_aCSPC _beng _cCSPC _erda
090			_aUTH BSCE C419p 2024
100	1		_aCervantes, Cybie S., _eauthor.,
245	1	0	_aPerformance of concrete with canarium hirsutum (milipili) ash as partial replacement to cement / _cCybie S. Cervantes, [and 4 others].,
300			_a143 leaves.
336			_2rdacontent _atext
337			_2rdamedia _aunmediated
338			_2rdacarrier _avolume
502			_aUndergraduate Theses (BSCE) - Civil Engineering. _cCamarines Sur Polytechnic Colleges, 2024.
504			_aIncludes bibliographical references.
520	3		_aThis study is a laboratory experiment on Canarium Hirsutum (Milipili) Ash mixed with concrete. This study focused on the physical properties of Milipili ash in terms of specific gravity and fineness and the strength of concrete in terms of flexural and compressive in every concrete specimen produced by the researchers. Findings: The specimens have a curing period of 14 and 28 days with a 1:2:4 mix proportion and a cement-Milipili ash concentration of 95:5, 90:10, 85:15, and 100:0. The result of the calculated specific gravity of the Milipili ash is 0.58, indicating that the Milipili ash is less dense than water and typical cement. The researchers selected Sieve No. 100 as the smallest mesh, resulting in a cumulative percentage passing of 95.5% for Milipili ash. The fineness modulus of the ash was calculated as 0.8181, indicating the presence of fine particles. In terms of flexural strength cured for 14 days, specimen A has an average strength of 1.79 MPa, B has 1.62 MPa, C has 1.29 MPa, and D has 2.53, all lower than the minimum requirement of 2.7. With a 28-day curing period, specimens A, B, C, and D have 2.59, 2.09, 2.02, and 3.22 as strength, respectively, showing that only A and D reached 3.0 MPa. In terms of compressive strength with a 14-day curing period, specimens A, B, C, and D acquired an average strength of 6.05, 4.68, 3.57, and 15.9, respectively. This means that all specimens failed to pass the requirement of 18 MPa strength. Given 28 days as the curing period, specimens A, B, C, and D still could not reach the required strength of 20.7 MPa, with the results of 6.78, 6.48, 4.04, and 16.42 MPa strengths, respectively. There is a significant difference in the curing days and ratio of Milipili present in each specimen. The researchers recommend further experimentation using other proportions or combinations of ash content and other indigenous materials as partial replacements for cement.
700	1		_aBaracena, Jelina D., _eauthor.,
700	1		_aFabricante, Nissy Zaida M., _eauthor.,
700	1		_aSena, John Blessito A., _eauthor.,
700	1		_aVillos, Krizia Marie M., _eauthor.,
720			_aMontañez, Edna P., _eadviser.,
720			_aTomenio, Francia H., _echair, panelist.,
720			_aMendoza, Lara Jane D., _epanelist.,
720			_aPacturanan, John Rey P., _epanelist.,
942			_2ddc _n0 _cUM _hC419p _iBSCE _kUTH _m2024
999			_c31713 _d31713