Effect of soda-lime glass on the compressive strength of concrete as replacement material to the coarse aggregate / (Record no. 23517)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 01945nam a22001817a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20240910115746.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 240910b |||||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | MMSU |
| Transcribing agency | ULS |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Parado, Leandro V. |
| 245 ## - TITLE STATEMENT | |
| Title | Effect of soda-lime glass on the compressive strength of concrete as replacement material to the coarse aggregate / |
| Statement of responsibility, etc. | Leandro V. Parado |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | City of Batac : |
| Name of publisher, distributor, etc. | MMSU, |
| Date of publication, distribution, etc. | 2024. |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | xiii, 59 leaves : |
| Dimensions | 29 cm. |
| 500 ## - GENERAL NOTE | |
| General note | UTHESIS (Bachelor of Science in Ceramic Engineering) |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE | |
| Bibliography, etc. note | Bibliography : leaves 36-37 |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | This thesis aimed to determine the effect of soda-lime glass (SLG) as <br/>replacement to the coarse aggregate (gravel). The replacement ratio to the coarse <br/>aggregate were 0%, 20%, 40%, 60%, and 80% with a mix design of M15 grade that <br/>has a proportion of 1:2:4 (cement:sand:coarse aggregate) with a standard compressive <br/>strength of 15 megapascal (MPa). Additionally, the study evaluated the curing process <br/>of the concrete with 7, 14, and 28 days, density of the concrete before and after the <br/>curing process; and hydration process of the cement in the concrete through scanning <br/>electron microscope (SEM) analysis, as these major factors affect the compressive <br/>strength of the concrete aside of the ratio replacement SLG aggregate. The density of <br/>the concrete decreased as the ratio replacement of the SLG increased. Therefore, the <br/>compressive strength decreased as the replacement ratio of SLG increased. However, <br/>F4 has higher strength than F3 in 28 curing days due to the alkali-silica reaction (ASR). <br/>Moreover, the density of concrete in 7 curing days is higher than 28 curing days. Hence, <br/>the factor of this is the hydration process of the concrete due to late development of <br/>belite and early development of aluminate. These findings contribute to sustainable and <br/>cost-effective construction practices. |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | |
| Koha item type | Thesis/Dissertation |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | Inventory number | Total Checkouts | Barcode | Date last seen | Price effective from | Koha item type | Public note |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MMSU Main Library | MMSU Main Library | Theses and Dissertation Section | 09/10/2024 | 6935 | UTHESIS-6935 | 09/10/2024 | 09/10/2024 | Thesis/Dissertation | Room Use Only |