MARC details
| 000 -LEADER |
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| fixed length control field |
02833nam a2200265 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000046010 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251114204429.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
100607t2009 my da f m 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0002891(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
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| Level of rules in bibliographic description |
201905131553 |
| Level of effort used to assign nonsubject heading access points |
zul |
| Level of effort used to assign subject headings |
201107132323 |
| Level of effort used to assign classification |
VLOAD |
| Level of effort used to assign subject headings |
201006071448 |
| Level of effort used to assign classification |
ida |
| -- |
201006071300 |
| -- |
ida |
| 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 .H34 2009 rs Bc. |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Muhammad Hafiz Ishak |
| 245 10 - TITLE STATEMENT |
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| Title |
Analysis of slope failure at km 43.2 route c130 Kuala Wau-Kertau road using slope/w / |
| Statement of responsibility, etc. |
Muhammad Hafiz Bin Ishak |
| 246 3# - VARYING FORM OF TITLE |
|---|
| Title proper/short title |
Analysis of slope failure at km 43.2 route c130 Kuala Wau-Kertau road using slope/w |
| Medium |
[electronic resource] |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2009 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
xvi, 79 p. : |
| Other physical details |
ill. ; |
| Dimensions |
30 cm + |
| Accompanying material |
1 computer disc |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2009 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Bibliography : p. 71-72 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Slope stability issues become one of the main problems in construction industry due to nature of the topography and the weather conditions in Malaysia. Improper slope analysis design might cause slope failure which has been acknowledged as one of the most frequent disaster that can lead to great loss of properties and life. To overcome this problem, analysis of slope failure must be carried out to determine the slope stability. This slope failure study has contributed to local engineering studies regarding the slope failure that occurred at Kuala Wau-Kertau road which located in Maran. This study analyses the slope stability and proposes the method of ground improvement to be applied on the slope in term of factor of safety (FOS) and cost. Data from the soil investigation report of the slope is used to analyze the stability of the slope using GeoStudio 2007 Slope/w. From the results, the FOS of the slope before the failure by using Morgenstern-Price Method is 1.710 which can be considered as stable due to the FOS value is more than 1. According to FOS value, the failure is not due to improper design at the preliminary stages of constructing the road but may be due to other factors. By comparing the analysis of remedial measures to the slope, the best method remedial measure to be applied on the slope in term of FOS value and cost is by using anchors. The FOS value of the slope after applying anchors on the slope increased to 2.370. The overall estimated cost of applying this method on the slope is about RM 500,000. The results that have been determined from this study can be made as reference for engineers in order to improve the slope stability of Kuala Wau-Kertau road or any other slope in the future. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Soil mechanics |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Slopes (Soil mechanics) |