MARC details
| 000 -LEADER |
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| fixed length control field |
02733ntm a2200277 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000102709 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251117113344.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
180108t2017 my a f a m 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0000261(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
|---|
| Level of rules in bibliographic description |
201905141533 |
| Level of effort used to assign nonsubject heading access points |
nazirah |
| -- |
201801081632 |
| -- |
fateeha |
| 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 .A44 2017 r Bc. |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Amelia Victor Dass |
| 245 10 - TITLE STATEMENT |
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| Title |
Crushing impact on liquefaction of various sand soil in Kuantan / |
| Statement of responsibility, etc. |
Amelia Victor Dass |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
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| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2017 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
xii, 58 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. 45-46 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Soil particle breakage is one of the mechanism that govern the behaviour of the soil by altering its grain size distribution, particle shape, void ratio and many other aspects. Granular soil associated with phenomenon such as pile driving experience loading which may cause particle breakage when the loading reaches certain degree. Parallel to soil particle breakage, the physical properties of soil are disturbed which affects the liquefaction resistance of soil. The damage and human casualties caused by liquefaction highlights the importance of analysing soil’s potential to liquefy. As sand soil is the most liquefiable soil among all the classes of soil, it is therefore relevant to study the liquefaction resistance of the soil after it has been crushed, in other word, to study the liquefaction potential of sand soil. The objective of this research is to study the impact of crushing on liquefaction of various sand soil from different locations along the coastal area of East Coast of Peninsular Malaysia. The soil samples were crushed using an automated compactor using fixed numbers of blows to keep constant the level of crushing impact. The soil samples were analysed using a series of test which comprised of sieve analysis test, specific gravity test and relative density test where the physical properties of the soil were studied. These tests were done twice; before and after crushing of sand soil. Few parameters such as Crushing Index were calculated from the changes in particle size distribution. Based on the test results, there is a correlation between the particle breakage due to crushing and its liquefaction potential. |
| 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 |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Theses |