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
2009-10-01
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| Series: | Fracture and Structural Integrity |
| Subjects: | |
| Online Access: | http://www.gruppofrattura.it/pdf/rivista/numero10/numero_10_art_5.pdf |
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| _version_ | 1832568690007080960 |
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| author | Mehdi Khodashenas Pelko Abdoullah Namdar |
| author_facet | Mehdi Khodashenas Pelko Abdoullah Namdar |
| author_sort | Mehdi Khodashenas Pelko |
| 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-1a4e1ee8e49a4aec905458496eb0f3d6 |
| institution | Kabale University |
| issn | 1971-8993 |
| language | English |
| publishDate | 2009-10-01 |
| publisher | Gruppo Italiano Frattura |
| record_format | Article |
| series | Fracture and Structural Integrity |
| spelling | doaj-art-1a4e1ee8e49a4aec905458496eb0f3d62025-02-03T00:42:29ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932009-10-013103842Numerical analysis of soil bearing capacity by changing soil characteristicsMehdi Khodashenas PelkoAbdoullah NamdarIn 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.http://www.gruppofrattura.it/pdf/rivista/numero10/numero_10_art_5.pdfSafe bearing capacityDensityCohesion of soil (c)Angle of friction (φ) and Dimension of foundation |
| spellingShingle | Mehdi Khodashenas Pelko Abdoullah Namdar Numerical analysis of soil bearing capacity by changing soil characteristics Fracture and Structural Integrity Safe bearing capacity Density Cohesion of soil (c) Angle of friction (φ) and Dimension of foundation |
| 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 |
| topic | Safe bearing capacity Density Cohesion of soil (c) Angle of friction (φ) and Dimension of foundation |
| url | http://www.gruppofrattura.it/pdf/rivista/numero10/numero_10_art_5.pdf |
| work_keys_str_mv | AT mehdikhodashenaspelko numericalanalysisofsoilbearingcapacitybychangingsoilcharacteristics AT abdoullahnamdar numericalanalysisofsoilbearingcapacitybychangingsoilcharacteristics |