Experimental study on the effects of different curing methods on the mechanical properties of small-scale concrete cylinders / (Record no. 100671)

MARC details
000 -LEADER
fixed length control field 02465nam a22002537a 4500
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20261104142340.0
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 V57 2026
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Visitacion, John Exequiel D.
245 10 - TITLE STATEMENT
Title Experimental study on the effects of different curing methods on the mechanical properties of small-scale concrete cylinders /
Statement of responsibility, etc. John Exequiel D. Visitacion, Gian Kerby T. Villanueva, Ethan Louise M. Breta, and Avelino T. Dulay Jr..
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 x, 100 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
500 ## - GENERAL NOTE
General note True experiment research
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc Includes bibliographical references
520 ## - SUMMARY, ETC.
Summary, etc. Curing conditions used in the hydration process have effects on concrete properties. In this paper, we seek to examine the effects of different types of curing on compressive, flexural, and split tensile strength of concrete cylinders. There are four curing processes used namely; plastic-wrapped curing, wet burlap curing, water curing, and air curing. Water curing is used as the reference point in the experiments since it is widely accepted as the standard curing condition for testing concrete. Samples are prepared using same mix proportions and size and later tested after the set curing period according to standard testing techniques. According to results of this research, there are clear differences in concrete performance caused by the type of curing process used. Plastic-wrapped curing gives the highest average value of compressive strength and split tensile strength while wet burlap curing gave the highest value of flexural strength. Specimens cured with water showed satisfactory values of compressive and split tensile strength while air curing gave the lowest strength in almost all tests due to rapid evaporation of moisture. From the statistical analysis of variance, there is significance of the curing process on both compressive and flexural strength but no significance on split tensile strength. From these results, it can be concluded that moisture retention curing processes improve the strength performance of concrete more than air curing processes.
700 1# - ADDED ENTRY--PERSONAL NAME
Relator code author
Personal name Villanueva, Gian Kerby T.
700 1# - ADDED ENTRY--PERSONAL NAME
Relator code author
Personal name Breta, Ethan Louise M.
700 1# - ADDED ENTRY--PERSONAL NAME
Relator code author
Personal name Dulay Jr., Avelino T.
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Library of Congress Classification
Suppress in OPAC No
Koha item type THESIS
Call number prefix EAC Cavite-Thesis Section
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 V57 2026 ML-TH2855 11/04/2026 11/04/2026 THESIS