Numerical analysis of soil bearing capacity by changing soil characteristics
In this research work by changing different parameters of soil foundation like density, cohesion and foundation depth and width of square foundation at angle of friction of 0° to 50° with increment of 5°, numerically safe bearing capacity of soil foundation is calculated and it is attempted to asses...
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| Format: | Article |
| Language: | English |
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Gruppo Italiano Frattura
2013-04-01
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| Series: | Fracture and Structural Integrity |
| Online Access: | https://www.fracturae.com/index.php/fis/article/view/70 |
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| _version_ | 1841564253946904576 |
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| author | Abdoullah Namdar Mehdi Khodashenas Pelko |
| author_facet | Abdoullah Namdar Mehdi Khodashenas Pelko |
| author_sort | Abdoullah Namdar |
| collection | DOAJ |
| description | In this research work by changing different parameters of soil foundation like density, cohesion and foundation depth and width of square foundation at angle of friction of 0° to 50° with increment of 5°, numerically safe bearing capacity of soil foundation is calculated and it is attempted to assess economical dimension of foundation as well as understanding variation range of bearing capacity at different degree. It could help of civil engineering in design of foundations at any situation. |
| format | Article |
| id | doaj-art-858ab7fe7daa4091bd49a08f5d88ed57 |
| institution | Kabale University |
| issn | 1971-8993 |
| language | English |
| publishDate | 2013-04-01 |
| publisher | Gruppo Italiano Frattura |
| record_format | Article |
| series | Fracture and Structural Integrity |
| spelling | doaj-art-858ab7fe7daa4091bd49a08f5d88ed572025-01-02T23:00:55ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932013-04-0131010.3221/IGF-ESIS.10.05Numerical analysis of soil bearing capacity by changing soil characteristicsAbdoullah Namdar0Mehdi Khodashenas Pelko1Mysore UniversityAmirkabir UniversityIn this research work by changing different parameters of soil foundation like density, cohesion and foundation depth and width of square foundation at angle of friction of 0° to 50° with increment of 5°, numerically safe bearing capacity of soil foundation is calculated and it is attempted to assess economical dimension of foundation as well as understanding variation range of bearing capacity at different degree. It could help of civil engineering in design of foundations at any situation.https://www.fracturae.com/index.php/fis/article/view/70 |
| spellingShingle | Abdoullah Namdar Mehdi Khodashenas Pelko Numerical analysis of soil bearing capacity by changing soil characteristics Fracture and Structural Integrity |
| title | Numerical analysis of soil bearing capacity by changing soil characteristics |
| title_full | Numerical analysis of soil bearing capacity by changing soil characteristics |
| title_fullStr | Numerical analysis of soil bearing capacity by changing soil characteristics |
| title_full_unstemmed | Numerical analysis of soil bearing capacity by changing soil characteristics |
| title_short | Numerical analysis of soil bearing capacity by changing soil characteristics |
| title_sort | numerical analysis of soil bearing capacity by changing soil characteristics |
| url | https://www.fracturae.com/index.php/fis/article/view/70 |
| work_keys_str_mv | AT abdoullahnamdar numericalanalysisofsoilbearingcapacitybychangingsoilcharacteristics AT mehdikhodashenaspelko numericalanalysisofsoilbearingcapacitybychangingsoilcharacteristics |