MARC details
| 000 -LEADER |
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| fixed length control field |
04668nam a2200349 i 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
MY-KuUP |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251125105943.0 |
| 006 - FIXED-LENGTH DATA ELEMENTS--ADDITIONAL MATERIAL CHARACTERISTICS |
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| fixed length control field |
a||||fr|||| 001 0 |
| 007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION |
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| fixed length control field |
ta |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
220303t20212021my a|||fr|||| 001 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0009230(Local) |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
UMP |
| Language of cataloging |
eng |
| Transcribing agency |
UMP |
| Description conventions |
rda |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
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| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
FTKA .A99 2021 r Thesis |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Nur Azzimah Zamri, |
| Relator term |
author. |
| 245 10 - TITLE STATEMENT |
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| Title |
Properties of high strength palm oil clinker lightweight aggregate concrete containing palm oil fuel ash as partial cement replacement with inclusion of 1% sika visco-crete®-2199 / |
| Statement of responsibility, etc. |
Nur Azzimah Zamri |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
Kuantan, Pahang : |
| Name of producer, publisher, distributor, manufacturer |
UMP, |
| Date of production, publication, distribution, manufacture, or copyright notice |
2021 |
| 264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
© 2021 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xxii, 171 pages : |
| Other physical details |
illustrations (some color) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD-ROM |
| 336 ## - CONTENT TYPE |
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| Content type term |
text |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
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| Media type term |
unmediated |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
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| Carrier type term |
volume |
| Source |
rdacarrier |
| 347 ## - DIGITAL FILE CHARACTERISTICS |
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| File type |
text file |
| Encoding format |
PDF |
| Source |
rda |
| 500 ## - GENERAL NOTE |
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| General note |
Faculty of Civil Engineering Technology |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Thesis (Doctor of Philosophy in Civil Engineering) -- Universiti Malaysia Pahang – 2021 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Includes bibliographical references |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
In Malaysia, the abundance of palm oil wastes namely palm oil clinker (POC) and palm oil fuel ash (POFA) continuously increasing due to high palm oil demand. These two types of waste are usually dumped at the nearby landfill which causes environmental problems. It is observed that the utilization of palm oil fuel ash in palm oil clinker lightweight aggregate concrete has yet to be explored. Thus, it is seen that the use of these two types of palm oil waste materials in high strength concrete production would reduce some of the total amount of waste disposed at landfill. Furthermore, POC used as coarse aggregate in high strength concrete would preserve natural resources such as granite and limestone for future generation. Thus, this research was conducted to investigate the mechanical, durability and elevated temperature performances of high strength palm oil clinker lightweight aggregate concrete containing palm oil fuel ash as partial cement replacement with 1% SIKA Visco-Crete®-2199. Trial mixes were conducted to select the best high strength concrete mix by taking into account the density, workability and strength. After the best mixes was determined, five types of POC mixes of Grade 60 were prepared consisting of 0%, 10%, 20%, 30% and 40% POFA as partial cement replacement with 1% SIKA Visco-Crete®-2199. In this research, high strength POC lightweight aggregate concrete with 100% OPC and incorporation of 1% SIKA Visco-Crete®-2199 (OPC LWAC) act as control specimen and 3500 specimens comprising of cubes, prisms and cylinders were prepared and tested throughout this experimental study. At the first stage, the effect of POFA content as partial cement replacement towards compressive strength of high strength POC lightweight aggregate concrete with 1% SIKA Visco-Crete®-2199 were investigated. Then, the effect of curing methods towards mechanical, durability and elevated temperature were investigated. Four types of curing methods namely water curing, air curing, initial water curing and plastic curing were used to examine the mechanical properties of POC LWAC containing POFA as partial cement replacement with 1% SIKA Visco-Crete®-2199 in terms of compressive strength, flexural strength, splitting tensile strength and modulus of elasticity. These four curing regimes were also used to determine their affect towards durability aspects namely acid attack, sulphate resistance, carbonation and water absorption. Apart from that, elevated temperature test was conducted and the specimens were cooled using air cooling. From the results, they show that 10% POFA replacement resulted in better performance than other POFA replacements when subjected to all types of curing. The findings also show that water curing is the best curing method for mechanical and durability testing. On the other hand, air curing is not suitable as it disturbs the reactions needed for production of calcium silicate hydrate gel causing lower amount of the gel and strength. Water curing promotes better hydration process and pozzolanic reaction that improves the internal structure of POC LWAC containing POFA with 1% SIKA Visco-Crete®-2199 causing it to exhibit lower absorption rate as compared to other curing. High strength concrete specimens containing 10% POFA also exhibit better resistance upon subjected to elevated temperature. |
| 610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME |
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| Corporate name or jurisdiction name as entry element |
Faculty of Civil Engineering Technology |
| General subdivision |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Universities and colleges |
| General subdivision |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Theses |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Thesis |