MARC details
| 000 -LEADER |
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| fixed length control field |
03335ntm a2200289 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000099603 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251117113331.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
170427t2017 my da f am 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0000747(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
|---|
| Level of rules in bibliographic description |
201905161610 |
| Level of effort used to assign nonsubject heading access points |
nazirah |
| Level of effort used to assign subject headings |
201712061253 |
| Level of effort used to assign classification |
huda |
| -- |
201704271457 |
| -- |
nazri |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
UMP |
| 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) |
FKASA .T367 2017 r Bc. |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Tan, Shu Mei |
| 245 10 - TITLE STATEMENT |
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| Title |
Chemical and mechanical properties of coconut shell powder (csp) as partially replacement of fine aggregate in mortar / |
| Statement of responsibility, etc. |
Tan Shu Mei |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2017 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
xvii, 82 p. : |
| Other physical details |
ill. (some col.) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD ROM |
| 500 ## - GENERAL NOTE |
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| General note |
Faculty of Civil Engineering and Earth Resources |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Bibliography : p. 68-72 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Nowadays, the generation of waste has been increased accordingly. Coconut shell has become the main contributor to the negative effect of environment problem due to poor waste disposal management which annual production of coconut shell waste reaches 3.18 million tonnes. The purpose of this research is to study the partial replacement of fine aggregate with coconut shell powder (CSP) in mortar through experimental works. The main objective is to identify the properties of coconut shell powder mortars. The experiment start with using 0%, 5%, 10% and 20% of CSP replace fine aggregate in mortar mixing. The proportion of sand to cement to water used in mortar mix design is 2.75: 1: 0.6 according to the standard ASTM C1329-05. The fresh and hardened properties tests was carried out for this mortar mix which are flow table test, Vicat test, compressive strength test and total porosity test by using 50mm x 50mm x 50mm cube. The mortar cubes was cured and tested at the age of 7 days, 28 days and 60 days. X-ray Diffraction (XRD), X-ray Florescence (XRF) and Field Emission Scanning Electronic Microscope (FESEM) were also conducted to determine the chemical composition of coconut shell powder and the microstructure of CSP mortar. The result of the flow table test shows the mortar is more workable when the water content is reduced by increasing percentage of CSP in mortar. Moreover, the setting time result of the CSP mortar shows the mortar paste containing of CSP had accelerated the setting time. The result of compressive strength test shows that the 5 CSP mortar has highest compressive strength among all the cubes with CSP replacement which recorded at 17.40 MPa yet lower than control mortar which is 25.17 MPa. The total porosity of mortar increases about 21.54% after replacement of 5% CSP in 28 days. The XRD and XRF tests show that the major component in CSP is organic material which is cellulose-lbeta (C6H10O5). The higher number of pores also observed in 5 CSP mortar from FESEM micrograph which indicates the high percentage of total porosity lead to reduction in compressive strength. |
| 610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME |
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| 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 |
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| Topical term or geographic name entry element |
Universities and Colleges |
| General subdivision |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Theses |
| 856 40 - ELECTRONIC LOCATION AND ACCESS |
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| Uniform Resource Identifier |
<a href="http://ecollib.ump.edu.my/25695/">http://ecollib.ump.edu.my/25695/</a> |
| Public note |
Access in library only |