MARC details
| 000 -LEADER |
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| fixed length control field |
03379ntm a2200349 i 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000103606 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251117113408.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
180524s2018 my a f am 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0001378(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
|---|
| Level of rules in bibliographic description |
201905211129 |
| Level of effort used to assign nonsubject heading access points |
asmadi |
| Level of effort used to assign subject headings |
201805241418 |
| Level of effort used to assign classification |
saini |
| -- |
201805241415 |
| -- |
saini |
| 040 ## - CATALOGING SOURCE |
|---|
| 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) |
FTeK .L44 2018 r Bc. |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Lee, Jing Yue, |
| Relator term |
author. |
| 245 10 - TITLE STATEMENT |
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| Title |
Rainfall induced residual soil slope instability : |
| Remainder of title |
building cracked and slope failure / |
| Statement of responsibility, etc. |
Lee Jing Yue |
| 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 |
99 pages : |
| Other physical details |
illustrations (some color) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD-ROM |
| 336 ## - CONTENT TYPE |
|---|
| Content type term |
text |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
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| Media type term |
unmediated |
| Source |
rdamedia |
| 337 ## - MEDIA TYPE |
|---|
| Media type term |
computer |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
|---|
| 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 |
|---|
| General note |
Faculty of Engineering Technology |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Project Paper (Bachelor of Engineering Technology (Infrastructure Management)) -- 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. |
Rainfall is one of the factors for slope failures because intensity of rainfall will affect by seeping, moisture content of soil or matric suction. One of the important role in slope stability is matric suction. The slope stability analysis involved a building which may cause by instability due to suction variation. This study presents the relationship between rainfall and suction of soil which induced the slope instability. The slope had separated into three parts which are top of slope, middle of slope and toe of slope. Every part will insert three tensiometer with 0.3 m, 0.45 m and 0.9 m depth. Suction of soil on slope was carried out by using tensiometer. Reading for matric suction of soil was taking daily in the morning which from 3rd August 2017 until 15th August 2017. Intensity of rainfall was collected by using rain gauge which placed at open area. The daily intensity of rainfall for 13 days was compared with matric suction of soil. The rainfall had affected suction of soil. On 7th August 2017, the intensity of rainfall was high which is 15.6 mm while the matric suction value at these three parts was low. Several site and laboratory tests were carried out to identify the soil properties. Stability of slope was analyzed using Slope/w and Excel by insert parameters collected from laboratory test and field test. In excel, Fellenius’ method with formula was used to interpret the factor of safety for slope study. The factor of safety at middle of slope by using slope/w method was 1.963 while by excel was 2.65, the percentage different for it was 25.92. Fellenius’ method was used for analyses the factor of safety of slices selected with its matric suction value. The factor of safety for middle and toe of slope was below than 1.3, so the slope is unstable. From the analysis, when the rainfall increased, suction of soil decreased and affected the decreased in factor of safety. It suggested the slope need to be reconstruct and redesign. |
| 610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME |
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| Corporate name or jurisdiction name as entry element |
Faculty of Engineering Technology |
| 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 |