Utilization of cracked and pulverized waste glass in the production of concrete mixture as a partial replacement of sand/ (Record no. 443)
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| 000 -LEADER | |
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| fixed length control field | 02148nam a22002177a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20250328114046.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 250328b |||||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Transcribing agency | NVSU |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Antonio, Peejay Nathan Joy D. |
| 245 ## - TITLE STATEMENT | |
| Title | Utilization of cracked and pulverized waste glass in the production of concrete mixture as a partial replacement of sand/ |
| Statement of responsibility, etc. | Peejay Nathan Joy D. Antonio, Jason A. Bote, Roger M. Bricenio Jr. and Lyndon John A. Cadiz |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Bayombong: |
| Name of publisher, distributor, etc. | Nueva Vizcaya State University, |
| Date of publication, distribution, etc. | 2023. |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | xi, 43 leaves : |
| Other physical details | illustrations, photos ; |
| Dimensions | 28 cm. |
| 500 ## - GENERAL NOTE | |
| General note | This thesis investigates the effects on the compressive strength of concrete using cracked and pulverized clear bottles as partial sand replacement. Four samples were prepared and tested. MPO is the control batch which does not contain pulverized glass bottle. The other batches were MP25, MP50 and MP75 which contains 25%, 50% and 75% by volume of sand replaced. The results reveal that as the percentage of sand replacement increases, the average compressive strength tends to decrease. MP25 demonstrates a slightly higher average compressive strength of 6.77 MPa compared to MPO with no sand replacement with a compressive strength of 6.07 MPa. However, MP50 has an average compressive strength of only 3.73 which is a significant decrease in value compared to both MP0 and MP25. MP75 exhibits an average compressive strength of 5.70 MPa which is between that of MP25 and MP50. These findings indicate that while a small amount of replacement material can positively affect compressive strength, a higher percentage of replacement tends to result in a decrease in strength. Therefore, careful consideration should be given to selecting the appropriate replacement percentage to achieve the desired compressive strength in practical applications. |
| 500 ## - GENERAL NOTE | |
| General note | Research paper (Bachelor of Science in Civil Engineering) |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE | |
| Bibliography, etc. note | Includes bibliographical references and appendices |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Bote, Jason A., author. |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Bricenio Jr., Roger M., author. |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Cadiz, Lyndon John A., author. |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Koha item type | Undergraduate Research |
| Suppress in OPAC | No |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | Source of acquisition | Total checkouts | Full call number | Barcode | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | Nueva Vizcaya State University - Bayombong Campus | Nueva Vizcaya State University - Bayombong Campus | General Reference Section | 03/28/2025 | Donation | U (BSCE) An635u 2023 | U2078 | 03/28/2025 | 03/28/2025 | Undergraduate Research |
