| 000 -LEADER |
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| fixed length control field |
02624nam a22002417a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
FT8709 |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251001095354.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
251001b ||||| |||| 00| 0 eng d |
| 041 ## - LANGUAGE CODE |
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| Language code of text/sound track or separate title |
engtag |
| 050 ## - LIBRARY OF CONGRESS CALL NUMBER |
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| Classification number |
TA703 C66 2023 |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER |
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| Classification number |
. |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Contreras, Jilmar John M.; Cortes, Mayvel Y.; Lacanilao, Reniel Stephen T.; Rosales, Kristan Aldrinn R |
| 245 ## - TITLE STATEMENT |
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| Title |
Investigation of geotechnical properties of weathered marble as an alternative embankment material for roadway development in Norzagaray, Bulacan |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
Manila: |
| Name of producer, publisher, distributor, manufacturer |
PLM, |
| Date of production, publication, distribution, manufacture, or copyright notice |
2023 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Other physical details |
Undergraduate Thesis: (Bachelor of Science in Civil Engineering) - Pamantasan ng Lungsod ng Maynila, 2023 |
| 336 ## - CONTENT TYPE |
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| Source |
text |
| Content type term |
text |
| Content type code |
text |
| 337 ## - MEDIA TYPE |
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unmediated |
| Media type term |
unmediated |
| Media type code |
unmediated |
| 338 ## - CARRIER TYPE |
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| Source |
volume |
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volume |
| Carrier type code |
volume |
| 505 ## - FORMATTED CONTENTS NOTE |
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| Formatted contents note |
ABSTRACT: Weathered marble, also known as “marmol”, is commonly sourced in quarries around Norzagarary, Bulacan. The primary objective of this study was to conduct a comprehensive geotechnical characterization in facilitating the effectiveness and efficiency of this material for embarkments in road infrastructure. By subjecting the marble to test ranges in accordance with ASTM standards, an assessment of its physical and mechanical properties was conducted. The visual description of samples varies from fine to medium gravel, with some samples containing silly sand, particle angularity of the soil ranges from subangular to subrounded and absence of plasticity in all the soil samples suggests that they are all non-cohesive. Based on the specifications outlined by the USCS and AASHTO standards, respectively, the proctor test results showed that the compaction characteristics and value for embankments and foundations are good, very stable, and has good bearing value, ranging from good to excellent for use as embankment material. Shear strength properties obtained from the direct shear test showed trajectories for all mix proportion specimens relatively similar, with higher shear stresses corresponding to larger effective normal stresses. Load bearing capacity test results indicate that pure marble can be utilized as a material for the Base and Subbase layers in road construction, with a rating of good in accordance with the DPWH standards. It discloses that the weathered marble exhibited excellent compaction behavior, yielded friction angles comparable to well-graded soil, and possessed a suitable load bearing capacity, thus establishing its feasibility as a potential material for various engineering applications |
| 526 ## - STUDY PROGRAM INFORMATION NOTE |
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| Classification |
Filipiniana |
| 655 ## - INDEX TERM--GENRE/FORM |
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| Genre/form data or focus term |
academic writing |
| 942 ## - ADDED ENTRY ELEMENTS |
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| Source of classification or shelving scheme |
|
| Item type |
Thesis/Dissertation |