MARC details
| 000 -LEADER |
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| fixed length control field |
03169ntm a2200337 i 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
MY-KuUP |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251125110916.0 |
| 006 - FIXED-LENGTH DATA ELEMENTS--ADDITIONAL MATERIAL CHARACTERISTICS |
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| fixed length control field |
t||||fr|||| 000 0 |
| 007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION |
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| fixed length control field |
ta |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
240819t20242024my a|||fr|||| 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0009907 (Local) |
| Qualifying information |
Hardback |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
UMPSA |
| Language of cataloging |
eng |
| Transcribing agency |
UMP |
| Description conventions |
rda |
| 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) |
FTKA .N74 2024 r Thesis |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
N Thevagar A/l Nedunchelian, |
| Relator term |
author. |
| 245 10 - TITLE STATEMENT |
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| Title |
Undrained shear strength of soft clay reinforced with acrylonitrile butadiene styrene (ABS) column / |
| Statement of responsibility, etc. |
N Thevagar A/l Nedunchelian |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
Kuantan, Pahang : |
| Name of producer, publisher, distributor, manufacturer |
UMPSA, |
| Date of production, publication, distribution, manufacture, or copyright notice |
2024 |
| 264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Date of production, publication, distribution, manufacture, or copyright notice |
© 2024 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xiii,116 pages : |
| Other physical details |
illustration ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD-ROM |
| 336 ## - CONTENT TYPE |
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| Source |
rdacontent |
| Content type term |
text |
| 337 ## - MEDIA TYPE |
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| Source |
rdamedia |
| Media type term |
unmediated |
| 338 ## - CARRIER TYPE |
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| Source |
rdacarrier |
| Carrier type term |
volume |
| 347 ## - DIGITAL FILE CHARACTERISTICS |
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| Source |
rda |
| File type |
text file |
| Encoding format |
PDF |
| 500 ## - GENERAL NOTE |
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| General note |
Faculty of Civil Engineering Technology |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Thesis (Master of Science) -- Universiti Malaysia Pahang – 2024 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Includes bibliographical references |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Clay soil is one of the troublesome soils encountered by engineers. It presents a major danger to the foundations of light structures. Granular columns have been effective in solving difficulties with foundation stability and settlement as well as in making soft clay more suitable for foundation building. The goal of this study is to determine whether adding Acrylonitrile Butadiene Styrene (ABS) to soft kaolin clay increases its shear strength. There is no studies been done by researches with ABS in ground improvement studies. In addition, physical, mechanical and morphological properties of kaolin (soft clay) and ABS must be identified first. The kaolin as soft clay was reinforced with ABS columns, and tested under Unconfined Compression Test (UCT) and Unconsolidated Undrained Test (UU). For UCT, total of 10 batches of samples including kaolin as control sample had been tested to identify the shear strength. Each batch consists of five samplings to find the average maximum stress. The diameter of column used in this study were 8mm, 12mm and 16mm.Whereas, the penetration depth ratio used were 0.5, 0.75 and 1.0. The biggest improvement in shear strength occurred for column with diameters of 8 mm, 12 mm, and 16 mm during the height penetration ratio was 0.5, with values of 102.94%, 48.56%, and 50.02%. The UCT results revealed a fall and subsequently a rise in the volume replacement ratio, as well as an increase in column height. The Unconsolidated Undrained Test was used to evaluate the shear strength of soft clay reinforced with an ABS column. The cell pressure used were 50kPa, 100kPa and 200kPa with same column diameter specifications as UCT. The friction angle, υ increased significantly from 8.92% to 18.21%. However, there was an improvement in cohesiveness, c, which increased from 4.54% to 45.45%. Columns with ABS improves the strength of clay samples but is dependent on a variety of characteristics. |
| 610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME |
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| Corporate name or jurisdiction name as entry element |
Faculty of Civil Engineering Technology |
| 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 |
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| Topical term or geographic name entry element |
Theses |
| General subdivision |
Dissertations |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Thesis |