MARC details
| 000 -LEADER |
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| fixed length control field |
03454ntm a2200289 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000092196 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251117113302.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
151123t2015 my da f abm 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0000719(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
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| Level of rules in bibliographic description |
201905171058 |
| Level of effort used to assign nonsubject heading access points |
nazirah |
| Level of effort used to assign subject headings |
201711291103 |
| Level of effort used to assign classification |
saini |
| -- |
201511231146 |
| -- |
asma |
| 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 .S937 2015 r Bc. |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Syarifah Aida Syafiqa Sayed Azmi |
| 245 14 - TITLE STATEMENT |
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| Title |
The effect of cockleshells on compressive strength of compressed sawdust concrete cube / |
| Statement of responsibility, etc. |
Syarifah Aida Syafiqa Sayed Azmi |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2015 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xi, 29 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 – 2015 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Bibliography : p. 28-29 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Due to increasing cost of material in the market nowadays, there is needed to search another alternative material in order to save the cost in constructing the buildings. Sawdust had been proven to be the replacement of coarse aggregate in concrete in order to produce the lightweight concrete. However, there are some problem relate to the uses of sawdust in concrete making. The production of sawdust requires high water absorption and affects hardening time of concrete. The objective of this study is to determine the compressive strength of sawdust lightweight aggregate concrete between treated and non-treated by using lime as pre-treatment. In this study, sawdust concrete is casted using the compression method using the cinva ram. The sawdust was treated using lime before he casting work as for treated sawdust and was soaked in the water for non-treated sawdust. As to improve the brittleness of the concrete cube, soil is added to the sawdust concrete with nominal mix 1:1:0.5:2.5; (sand: cement: soil: sawdust). From the study, its shows that the non-treated sawdust concrete is having the higher strength compare to the treated sawdust concrete. Based on the result, non-treated sawdust concrete was added with cockleshell as additive material with nominal mix 1:1:0.5:2.5:0.33, 1:1:0.5:2.5:0.67, 1:1:0.5:2.5:1.00 to achieve the main objective of this study. The 28 days compressive strength sawdust concrete with nominal mix 1:1:3 were 0.938 Mpa. The treated sawdust concrete with nominal mix 1:1:3 show the lowest compressive strength 0.063 Mpa. Treated and Non-treated sawdust concrete with the addition of soil with nominal mix 1:1:0.5:2.5 for 28 days compressive strength are 0.944 Mpa and 1.064 Mpa respectively. The non-treated sawdust gives the higher compressive strength. Sawdust concrete with the addition cockleshell as an additive with nominal mix 1:1:0.5:2.5:0.33, 1:1:0.5:2.5:0.67, 1:1:0.5:2.5:1.00 for 28 days compressive strength ware 1.337 Mpa, 1.053 Mpa and 0.661 Mpa respectively. The maximum compressive strength of sawdust concrete was 1.064 Mpa for non-treated sawdust with nominal mix 1:1:0.5:2.5. These values indicate that sawdust cannot be used in concrete brick production |
| 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 |
|---|
| 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/id/eprint/25598">http://ecollib.ump.edu.my/id/eprint/25598</a> |
| Public note |
Access in library only |