MARC details
| 000 -LEADER |
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| fixed length control field |
03249ntm a2200349 i 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000103585 |
| 003 - CONTROL NUMBER IDENTIFIER |
|---|
| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
|---|
| control field |
20251117113403.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
180523s2018 my a f a m 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0000434(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
|---|
| Level of rules in bibliographic description |
201905151446 |
| Level of effort used to assign nonsubject heading access points |
nazirah |
| Level of effort used to assign subject headings |
201805241130 |
| Level of effort used to assign classification |
fateeha |
| -- |
201805231248 |
| -- |
fateeha |
| 040 ## - CATALOGING SOURCE |
|---|
| 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) |
|---|
| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
FKASA .H34 2018 r Bc. |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Mohamad Hafiz Mohd Salehim, |
| Relator term |
author. |
| 245 10 - TITLE STATEMENT |
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| Title |
Experimental study of wood chip as partial replacement for coarse aggregate with ratio 5%,10 and 15% / |
| Statement of responsibility, etc. |
Mohamad Hafiz Mohd Salehim |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Place of production, publication, distribution, manufacture |
Kuantan, Pahang : |
| Name of producer, publisher, distributor, manufacturer |
UMP, |
| Date of production, publication, distribution, manufacture, or copyright notice |
2018 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
xv, 59 pages : |
| Other physical details |
illustrations (some color) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD ROM |
| 336 ## - CONTENT TYPE |
|---|
| Content type term |
text |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
|---|
| Media type term |
unmediated |
| Source |
rdamedia |
| 337 ## - MEDIA TYPE |
|---|
| Media type term |
computer |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
|---|
| Carrier type term |
volume |
| Source |
rdacarrier |
| 338 ## - CARRIER TYPE |
|---|
| Carrier type term |
computer disc |
| Source |
rdacarrier |
| 347 ## - DIGITAL FILE CHARACTERISTICS |
|---|
| File type |
text file |
| Encoding format |
PDF |
| Source |
rda |
| 500 ## - GENERAL NOTE |
|---|
| General note |
Faculty of Civil Engineering and Earth Resources |
| 502 ## - DISSERTATION NOTE |
|---|
| Dissertation note |
Project Paper (Bachelor Degree in Civil Engineering) -- Universiti Malaysia Pahang – 2018 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
|---|
| Bibliography, etc. note |
Includes bibliographical references |
| 520 3# - SUMMARY, ETC. |
|---|
| Summary, etc. |
The purpose of this research is to determine the potential of utilization wood chip as partial replacement to coarse aggregate in concrete by experiment. The percent of replacement wood chip toward coarse aggregate by volume are 0%, 5%, 10% and 15%. The concrete mixes designed to reach 30MPa compressive strength at 28 days. The wood chip was soaked in water before mix them with concrete mix. Thus, wood chip will not absorb the water provided for hydration process and it help to improve bond at interface of wood chip and cement. Twenty four cube samples and twenty four prisms samples were mixed, casted and cured from eight trial mixes. The mixes are using 0.61 water to cement ratio. Four mixes with different percentages of replacement is for each sample ages. The water is used to cure the samples. The samples tested at 14 and 28 days ages. The laboratory tests conducted are slump, compressive strength and flexural strength. The tests are conducted according to ASTM standard test procedure. This research discovered that the mixes slump is not consistence as the percentage of replacement increase. This research also found that at age 14 and 28 days, 5% replacement sample produce higher compressive strength than 10% and 15%. At age 14 days, 5% replacement sample has highest flexural strength that surpasses the control concrete, while 10% replacement sample at 28 days age got the higher flexural strength than 5% and 15% but didn’t reach the control concrete flexural strength. For overall, control concrete sample still has highest compressive and flexural strength at 28 days. This research conclude that the utilization of wood chip is feasible and appropriate but need to be reminded that the strength of wood chip concrete is not as good as what it is design for. |
| 610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME |
|---|
| Corporate name or jurisdiction name as entry element |
Faculty of Civil Engineering and Earth Resources |
| General subdivision |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Universities and colleges |
| General subdivision |
Disertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Theses |