MARC details
| 000 -LEADER |
|---|
| fixed length control field |
02795nam a2200253 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000029645 |
| 003 - CONTROL NUMBER IDENTIFIER |
|---|
| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
|---|
| control field |
20251114204453.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
080624t2007 my f m 001 0 eng|d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0002665(Local) |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
|---|
| International Standard Book Number |
THE0002665(Local) |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
|---|
| International Standard Book Number |
THE0002666(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
|---|
| Level of rules in bibliographic description |
201905281108 |
| Level of effort used to assign nonsubject heading access points |
shamsul |
| Level of effort used to assign subject headings |
201905281107 |
| Level of effort used to assign classification |
shamsul |
| Level of effort used to assign subject headings |
201905281012 |
| Level of effort used to assign classification |
nazirah |
| Level of effort used to assign subject headings |
201107132239 |
| Level of effort used to assign classification |
VLOAD |
| -- |
200806241058 |
| -- |
kam |
| 040 ## - CATALOGING SOURCE |
|---|
| Original cataloging agency |
UMP |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
|---|
| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
TA443.R4 T46 2007 rs Bc. |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Tengku Mazrul Amin Tuan Nawi |
| 245 10 - TITLE STATEMENT |
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| Title |
Design of resin based on grout material for repair of structure / |
| Statement of responsibility, etc. |
Tengku Mazrul Amin B. Tuan Nawi |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2007 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
85 p. : |
| Other physical details |
ill. (some col.) ; |
| Dimensions |
30 cm. |
| 502 ## - DISSERTATION NOTE |
|---|
| Dissertation note |
Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007 |
| 520 3# - SUMMARY, ETC. |
|---|
| Summary, etc. |
The major problem of concrete deterioration in structure is cracking. Cracks should be repairs as soon as possible to prevent it from high risk such as structure collapse. In sequence to find the most excellent material to repair the structure, Unsaturated Polyester Resin (UPR) has been used as an alternative. In this study, it was focused on engineering and mechanical properties comprises of compressive and flexural strength. The compressive strength was tested to resin mortar cube and cement mortar cement as control sample with dimension of 70.5 mm x 70.5 mm x 70.5 mm. To produce cement mortar cube, there are three types of water to cement ratio (w/c) namely 0.45, 0.50, and 0.55 were considered. Otherwise, 12 specimens were prepared for the resin mortar cube with different percentages of resin comprises of 15 %, 20 % and 25 % by weight of sand. It was designed to obtain the optimum compressive strength of the cement mortar and resin mortar. Two types of curing condition namely water curing and air curing were considered at 1, 3, 7 and 28 days subjected to cement mortar and resin mortar respectively. The result revealed that, the optimum compressive strength was achieved for resin mortar made of 25 % resin is cured in 28 days. While, cement mortar designed using water to cement ratio (w/c) of 0.45 attained the highest result compared to those cement mortar. It noted that, resin mortar display highest in compressive strength compare to cement mortar. The flexural strength were tested to the prism composite and prism concrete with size of 100 mm x 100 mm x 500 mm. The result was recorded that the flexural strength of prism composite is higher than those prism concrete. It was showed that, resin is can be apply as an alternative material for strengthening and repairing of structure. -Author |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Resin concrete |