MARC details
| 000 -LEADER |
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| fixed length control field |
03161nam a2200241 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000029640 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251114204418.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| 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 |
THE0002875(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
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| Level of rules in bibliographic description |
201905131542 |
| Level of effort used to assign nonsubject heading access points |
zul |
| Level of effort used to assign subject headings |
201107132240 |
| Level of effort used to assign classification |
VLOAD |
| Level of effort used to assign subject headings |
200908141459 |
| Level of effort used to assign classification |
VLOAD |
| Level of effort used to assign subject headings |
200908141430 |
| Level of effort used to assign classification |
VLOAD |
| -- |
200806240955 |
| -- |
kam |
| 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) |
TA710.5 .A43 2007 rs Thesis |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Mohd Amar Ridha Abd Ghoni |
| 245 10 - TITLE STATEMENT |
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| Title |
Analysis of slope stability of Ordinary Method of Slices and Bishop's Simplified Method / |
| Statement of responsibility, etc. |
Mohd Amar Ridha Bin Abd Ghoni |
| 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. |
2007 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
75 p. : |
| Other physical details |
ill. (some col.) ; |
| Dimensions |
30 cm. |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Slope failure and landslide have become significant problems nowadays. The slope stability issue is a problem that must be given serious attention. The detailed study towards slope instability causes must be carried out to identify the efficient methods of stabilizing techniques. Besides that, calculation and selection of slope factor of safety (POS) must be analyzed and carried out closely to make sure that FOS is suitable for the slope. This study includes slopes types, slope instability factors, methods of slope stability, and the analysis of FOS in determining the slope stability. Data were taken from a real project site at Section CR-94/000 FT04, Lebuhraya Timur Barat, Kelantan. The methods that use for analysis in this study are Ordinary Method of Slices and Bishop's Simplified Method. SLOPEIW 2004 Student Edition (GeoStudio 2004) is set to be use as software application to analyze the slope stability. This study also attempts to give control methods of slope stabilization using drainage, slope alteration and retaining structure. The FOS value for initial condition of slope is 0.866 by Ordinary Method of Slices and 1.028 by Bishop's Simplified Method. With cost RM 250,000 for each project, remediation by decreasing the slope angle produces the FOS values 1.243 and 1.426 for each Ordinary Method of Slices and Bishop's Simplified Method. The remediation using benching method that cost about RM 400,000 per project creates FOS values 1.520 for Ordinary Method of Slices and 1.557 for Bishop's Simplified Method. The remediation using horizontal drainage and soil nail need cost arowld RM 700,000 however, call11ot be analyzed according to the limitation of SLOPEIW 2004 Student Edition. At the end of this study, the remediation using benching method is selected as the remedial technique for this slope which has high FOS value and acceptable cost which is RM 400,000. Besides, the routine inspection and maintenance should be carried out to ensure the slope is in safe condition. Nevertheless, the issue of slope stability is still much this day and need a further study and research so that this problem can be reduce in future. -Author |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Slopes (Soil mechanics) |
| General subdivision |
Stability |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Slopes (Soil mechanics) |
| General subdivision |
Computer programs |