Slope stability case studies and analyses
Major development is seen in geotechnical aspect of slope stability analyses over the past few decades. Traditionally, conventional limit equilibrium methods such as Bishop Simplified, Spencer, Morgenstern and Price, Janbu are widely used in practice. Due to the widespread of more sophisticated elec...
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sg-ntu-dr.10356-449482023-03-03T16:58:22Z Slope stability case studies and analyses Tan, Wie Guan. Low Bak Kong School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering Major development is seen in geotechnical aspect of slope stability analyses over the past few decades. Traditionally, conventional limit equilibrium methods such as Bishop Simplified, Spencer, Morgenstern and Price, Janbu are widely used in practice. Due to the widespread of more sophisticated electrical equipments and components, better soil analyzing programs have been produced. One such method that utilizes this is finite element method. More recognition has been given to this method of analyzing slope since it provides comprehensive details of the stress-strain behaviour of soil. Finite element method using shear strength reduction technique is used to determine the factor of safety. Bachelor of Engineering (Civil) 2011-06-07T04:30:20Z 2011-06-07T04:30:20Z 2011 2011 Final Year Project (FYP) http://hdl.handle.net/10356/44948 en Nanyang Technological University 61 p. application/pdf |
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DRNTU::Engineering::Civil engineering Tan, Wie Guan. Slope stability case studies and analyses |
| description |
Major development is seen in geotechnical aspect of slope stability analyses over the past few decades. Traditionally, conventional limit equilibrium methods such as Bishop Simplified, Spencer, Morgenstern and Price, Janbu are widely used in practice. Due to the widespread of more sophisticated electrical equipments and components, better soil analyzing programs have been produced. One such method that utilizes this is finite element method. More recognition has been given to this method of analyzing slope since it provides comprehensive details of the stress-strain behaviour of soil. Finite element method using shear strength reduction technique is used to determine the factor of safety. |
| author2 |
Low Bak Kong |
| author_facet |
Low Bak Kong Tan, Wie Guan. |
| format |
Final Year Project |
| author |
Tan, Wie Guan. |
| author_sort |
Tan, Wie Guan. |
| title |
Slope stability case studies and analyses |
| title_short |
Slope stability case studies and analyses |
| title_full |
Slope stability case studies and analyses |
| title_fullStr |
Slope stability case studies and analyses |
| title_full_unstemmed |
Slope stability case studies and analyses |
| title_sort |
slope stability case studies and analyses |
| publishDate |
2011 |
| url |
http://hdl.handle.net/10356/44948 |
| _version_ |
1759855238675693568 |