Comparison of Moments for Pile-Cap Design
This paper discusses the comparative study of design moments for pile cap with conventional methods and finite element analysis. If a detailed finite element analysis is adopted, flexibility of the pile cap is considered. When a pile cap is designed by truss analogy, 80% of the tension reinforcement...
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| Veröffentlicht in: | Soil mechanics and foundation engineering 2020, Vol.56 (6), p.414-419 |
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| container_title | Soil mechanics and foundation engineering |
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| creator | Magade, S. B. Ingle, R. K. |
| description | This paper discusses the comparative study of design moments for pile cap with conventional methods and finite element analysis. If a detailed finite element analysis is adopted, flexibility of the pile cap is considered. When a pile cap is designed by truss analogy, 80% of the tension reinforcement is concentrated in the region where the cap is supported on piles and at the column, which depends on design moments. It is observed that the difference in the design moments was considerable and should be taken into account for calculation and placing of reinforcement. |
| doi_str_mv | 10.1007/s11204-020-09624-9 |
| format | Article |
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| ispartof | Soil mechanics and foundation engineering, 2020, Vol.56 (6), p.414-419 |
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| language | eng |
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| source | SpringerLink Journals - AutoHoldings |
| subjects | Bridges Civil Engineering Comparative analysis Comparative studies Design Earth and Environmental Science Earth Sciences Finite element analysis Finite element method Foundations Geoengineering Geotechnical Engineering & Applied Earth Sciences Hydraulics Pile caps Skyscrapers Tall buildings |
| title | Comparison of Moments for Pile-Cap Design |
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