MARC details
| 000 -LEADER |
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| fixed length control field |
02933ntm a2200349 i 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000103624 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251117113407.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
180528s2018 my a f a m 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0000682(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
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| Level of rules in bibliographic description |
201905170949 |
| Level of effort used to assign nonsubject heading access points |
nazirah |
| -- |
201805281123 |
| -- |
fateeha |
| 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) |
|---|
| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
FKASA .S53 2018 r Bc. |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Mohd Shariff Razak, |
| Relator term |
author. |
| 245 10 - TITLE STATEMENT |
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| Title |
Effect of processed spent bleaching earth on compressive strength and tensile splitting strength of foamed concrete / |
| Statement of responsibility, etc. |
Mohd Shariff Razak |
| 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 |
ix, 26 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 |
| 337 ## - MEDIA TYPE |
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| Media type term |
computer |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
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| 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 |
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| General note |
Faculty of Civil Engineering and Earth Resources |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Project Paper (Bachelor Degree in Civil Engineering) -- Universiti Malaysia Pahang – 2018 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Includes bibliographical references |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Foamed concrete is a kind of lightweight concrete that has good workability and does not require compaction process. Generally, it recognizes foaming concrete as building materials with low strengths and weaknesses, especially when the building materials are subject to high impact energy. However, foaming concrete is a potential material for building futuristic concepts. Futuristic construction is a light, economical and easy building construction and most importantly is environmentally friendly. In this study, cement was replaced by Spent Bleaching Earth Processing (PSBE) in a certain percentage of concrete to assess its strengths. Percentage of PSBE percentage used is 10%, 20% and 30% with foam density 1600kg / m3. To determine the value of the compressive strength and the value of tensile splitting strength of the experimental pressure tensile, 36 cube and 36 cylinder samples was prepared. Compression testing and tensile splitting test was performed on the sample for 28, 60, and 90 days curing age. It has been specified that the strength of foamed concrete using PSBE as partial cement replacement clearly increased with the increase of the percentage of PSBE as cement replacement. Result exhibit that 30% PSBE as partial cement replacement shows the highest strength which is 16.08 MPa for compressive test and 17.46 MPa for tensile splitting test. Overall, the major findings for both experiments show that increment of PSBE percentage increase the foamed concrete 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 |
|---|
| 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 |