Bearing capacity of mixed soil model
The main objective of this research is the improvement of red soil by the addition of construction materials. This method could provide a scientific way to create a soil foundation with sufficient stability against geo-technical problems or instabilities. Laboratory tests have been conducted to char...
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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/39 |
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| _version_ | 1841562658233384960 |
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| author | Abdoullah Namdar Mehdi Khodashenas Pelkoo |
| author_facet | Abdoullah Namdar Mehdi Khodashenas Pelkoo |
| author_sort | Abdoullah Namdar |
| collection | DOAJ |
| description | The main objective of this research is the improvement of red soil by the addition of construction materials. This method could provide a scientific way to create a soil foundation with sufficient stability against geo-technical problems or instabilities. Laboratory tests have been conducted to characterize the behavior of red soil when amended with different types of gravels, soils and sand under compacted conditions with Optimum Moisture Content (OMC). Safe bearing capacity of all models have been calculated to identify the best and worst soil mixed model. |
| format | Article |
| id | doaj-art-c1ce7274f55c496790cf272151703823 |
| 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-c1ce7274f55c496790cf2721517038232025-01-03T00:46:04ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932013-04-013710.3221/IGF-ESIS.07.06Bearing capacity of mixed soil modelAbdoullah Namdar0Mehdi Khodashenas Pelkoo1Mysore UniversityAmirkabir UniversityThe main objective of this research is the improvement of red soil by the addition of construction materials. This method could provide a scientific way to create a soil foundation with sufficient stability against geo-technical problems or instabilities. Laboratory tests have been conducted to characterize the behavior of red soil when amended with different types of gravels, soils and sand under compacted conditions with Optimum Moisture Content (OMC). Safe bearing capacity of all models have been calculated to identify the best and worst soil mixed model.https://www.fracturae.com/index.php/fis/article/view/39 |
| spellingShingle | Abdoullah Namdar Mehdi Khodashenas Pelkoo Bearing capacity of mixed soil model Fracture and Structural Integrity |
| title | Bearing capacity of mixed soil model |
| title_full | Bearing capacity of mixed soil model |
| title_fullStr | Bearing capacity of mixed soil model |
| title_full_unstemmed | Bearing capacity of mixed soil model |
| title_short | Bearing capacity of mixed soil model |
| title_sort | bearing capacity of mixed soil model |
| url | https://www.fracturae.com/index.php/fis/article/view/39 |
| work_keys_str_mv | AT abdoullahnamdar bearingcapacityofmixedsoilmodel AT mehdikhodashenaspelkoo bearingcapacityofmixedsoilmodel |