Mechanical properties of self-healing concrete incorporating partial rice husk ash and crystalline admixture / (Record no. 100666)

MARC details
000 -LEADER
fixed length control field 02697nam a22002297a 4500
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20261104135623.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 261104s2026 |||||||| |||| 00| 0 eng d
050 ## - LIBRARY OF CONGRESS CALL NUMBER
Classification number T ENG
Item number C86 2026
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Cuna, Angelica L.
245 10 - TITLE STATEMENT
Title Mechanical properties of self-healing concrete incorporating partial rice husk ash and crystalline admixture /
Statement of responsibility, etc. Angelica L. Cuna, Lovely Bernamie D. Gonowon, Christian Lester P. Ingreso, and Eunice Abigail Q. Macalino.
264 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE
Place of production, publication, distribution, manufacture EAC Cavite :
Name of producer, publisher, distributor, manufacturer School of Engineering,
Date of production, publication, distribution, manufacture, or copyright notice 2026.
300 ## - PHYSICAL DESCRIPTION
Extent viii, 109 pages ;
Dimensions 28 cm.
336 ## - CONTENT TYPE
Source rdacontent
Content type term text
337 ## - MEDIA TYPE
Source rdamedia
Media type term unmediated
338 ## - CARRIER TYPE
Source rdacarrier
Carrier type term volume
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc Includes bibliographical references
520 ## - SUMMARY, ETC.
Summary, etc. The increasing demand for cement in the construction industry contributes greatly to the increasing global carbon dioxide emissions, producing a need for sustainable construction materials. This study aimed to evaluate the performance of Rice Husk Ash (RHA) and crystalline admixture as components of self-healing concrete while reducing the environmental impact consequent to cement production. An experimental research design was used through the preparation of four concrete mixtures consisting of a control mix and three mixes with varying percentages of RHA with 2% of crystalline admixture. The concrete samples were subjected to slump, compressive strength, density, self-healing, and environmental impact assessment tests at 14-day and 28-day curing periods. The study found that higher percentages of RHA decreased slump values due to the fine and porous particles of RHA absorbing more water. The outcome of the compressive strength test indicates that self-healing concrete with partial RHA up to 15% can be used for structural composition, while 20% is only limited to lightweight applications. Results also showed that increasing the percentage of RHA in concrete mixtures produced lower carbon dioxide emissions, with the highest reduction recorded at 91.67 kg CO/m² compared to the control mix. Crack width measurements showed no measurable crack closure within the 14-day healing period, however, small white crystalline deposits were observed on some crack surfaces, suggesting the possible initiation of self-healing activity. Density results presented slight changes in unit weight as curing progressed. The findings indicate that concrete incorporating partial RHA and crystalline admixture can contribute to sustainable construction practices while maintaining functional concrete properties.
700 1# - ADDED ENTRY--PERSONAL NAME
Relator code author
Personal name Gonowon, Lovely Bernamie D.
700 1# - ADDED ENTRY--PERSONAL NAME
Relator code author
Personal name Ingreso, Christian Lester P.
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Library of Congress Classification
Koha item type THESIS
Call number prefix EAC Cavite-Thesis Section
Suppress in OPAC No
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Home library Current library Shelving location Date acquired Total Checkouts Full call number Barcode Date last seen Price effective from Koha item type
    Library of Congress Classification     EAC Library Cavite EAC Library Cavite EAC Cavite-Thesis Section 11/04/2026   T ENG C86 2026 ML-TH2859 11/04/2026 11/04/2026 THESIS