Camarines Norte state college research journal.
Material type:
TextPublisher: Daet, Camarines Norte : CNSC Printing Press, 2017Description: volumes : illustrations ; 25 cmContent type: - text
- unmediated
- volumes
- 2449-4623
| Item type | Current library | Shelving location | Call number | Vol info | Copy number | Status | Notes | Date due | Barcode | |
|---|---|---|---|---|---|---|---|---|---|---|
Serials
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Main Library | Serials | Ser ENGR 12 v.3 n.1 2017 (Browse shelf(Opens below)) | June 2017 Volume 3, Number 1 | 1-1 | Not For Loan | Journal | 01561S |
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| Ser ENGR 1 v.149 n.4 2023 Journal of civil engineering education / | Ser ENGR 10 v.93 2023 Lofty ideals to shocking realities. | Ser ENGR 11 v.27 n.13 2007 Genetic engineering & biotechnology news. | Ser ENGR 12 v.3 n.1 2017 Camarines Norte state college research journal. | Ser ENGR 13 v.13 n.1 2016 ACM journal on emerging technologies in computing systems. | Ser ENGR 13 v.13 n.2 2017 ACM journal on emerging technologies in computing systems. | Ser ENGR 13 v.13 n.3 2017 ACM journal on emerging technologies in computing systems. |
Includes bibliographical references.
Mechanical properties of yellow clay concrete masonary -- Sweet potato pandesal fortified with malunggay -- Employability of BS biology graduates of Camarines Norte state college, school year 2010-2015 -- Mobile application reviewer for master electrician -- online learning educational resource for Bikol language.
CNSCRJ is the official system-wide research publication of Camarines Norte State College. It publishes research outputs with commercial value and potential to be copyrighted or patented across disciplines from within and outside CNSC that pass the blind review, technical evaluation and in-house review processes. The journal is published biannually through the Office of the Vice President for Research and Extension of the college. All articles in this journal passed the online Plagiarism Test and Originality Check.
The province of Camarines Norte has abundant reserve of clay soil, the Provincial Planning and Development Office (PPDO) reports 274.93 million metric tons of clay resource as of 2012. This study may open an opportunity for various related products which requires lesser strength standard such as concrete hollowed blocks (CHB), decorative bricks and pavers. Thus, it aimed to provide mathematical model between the mechanical properties and sand-clay mixture proportion. This research used experimental approach through One Factor-Three Levels Randomized Design with Replication. Physical properties of materials used in the study and mechanical properties of the specimens were measured using laboratory tests prescribed by ASTM Standards. Research results established the characteristics of concrete mixed with yellow clay soil in terms of its mechanical properties such as compressive and fleXural Colle strength. Based on the test results, it was found out that the percentage of nic C and Develop chr sand-clay ratio, r, has a strong and significant power association with the compressive strengths,f'm, of the clay-concrete masonry under investigation. This can be expressed by the mathematical model, f'mn= 9.71 r0.31. However, the increase of clay content in the mix did not significantly affect the flexural strengths of concrete masonry. The variation of compressive strength,f'm, and the flexural strength f' bm was delimited to the sand-clay ratio (0.33, 1.0, and 3.0). The power relationship that strongly correlates these two variables was expressed asf'm = 10.34 f'bm28, This relationship was established as an important tool in setting potential product use of yellow clay concrete masonry. Keywords : Compressive strength, flexural strength, yellow clay, concrete masonry
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