Soil-Pile Interaction in the Pile Vertical Vibration Based on Fictitious Soil-Pile Model
By introducing the fictitious soil-pile model, the soil-pile interaction in the pile vertical vibration is investigated. Firstly, assuming the surrounding soil of pile to be viscoelastic material and considering its vertical wave effect, the governing equations of soil-pile system subjected to arbit...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2014-01-01
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| Series: | Journal of Applied Mathematics |
| Online Access: | http://dx.doi.org/10.1155/2014/905194 |
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| _version_ | 1832560921815285760 |
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| author | Guodong Deng Jiasheng Zhang Wenbing Wu Xiong Shi Fei Meng |
| author_facet | Guodong Deng Jiasheng Zhang Wenbing Wu Xiong Shi Fei Meng |
| author_sort | Guodong Deng |
| collection | DOAJ |
| description | By introducing the fictitious soil-pile model, the soil-pile interaction in the pile vertical vibration is investigated. Firstly, assuming the surrounding soil of pile to be viscoelastic material and considering its vertical wave effect, the governing equations of soil-pile system subjected to arbitrary harmonic dynamic force are founded based on the Euler-Bernoulli rod theory. Secondly, the analytical solution of velocity response in frequency domain and its corresponding semianalytical solution of velocity response in time domain are derived by means of Laplace transform technique and separation of variables technique. Based on the obtained solutions, the influence of parameters of pile end soil on the dynamic response is studied in detail for different designing parameters of pile. Lastly, the fictitious soil-pile model and other pile end soil supporting models are compared. It is shown that the dynamic response obtained by the fictitious soil-pile model is among the dynamic responses obtained by other existing models if there are appropriate material parameters and thickness of pile end soil for the fictitious soil-pile model. |
| format | Article |
| id | doaj-art-0c362a362dad465e9a504ffa8ad3f10a |
| institution | Kabale University |
| issn | 1110-757X 1687-0042 |
| language | English |
| publishDate | 2014-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Journal of Applied Mathematics |
| spelling | doaj-art-0c362a362dad465e9a504ffa8ad3f10a2025-02-03T01:26:18ZengWileyJournal of Applied Mathematics1110-757X1687-00422014-01-01201410.1155/2014/905194905194Soil-Pile Interaction in the Pile Vertical Vibration Based on Fictitious Soil-Pile ModelGuodong Deng0Jiasheng Zhang1Wenbing Wu2Xiong Shi3Fei Meng4School of Civil Engineering, Central South University, Changsha, Hunan 410075, ChinaSchool of Civil Engineering, Central South University, Changsha, Hunan 410075, ChinaEngineering Faculty, China University of Geosciences, Wuhan, Hubei 430074, ChinaSchool of Civil Engineering, Central South University, Changsha, Hunan 410075, ChinaSchool of Civil Engineering, Central South University, Changsha, Hunan 410075, ChinaBy introducing the fictitious soil-pile model, the soil-pile interaction in the pile vertical vibration is investigated. Firstly, assuming the surrounding soil of pile to be viscoelastic material and considering its vertical wave effect, the governing equations of soil-pile system subjected to arbitrary harmonic dynamic force are founded based on the Euler-Bernoulli rod theory. Secondly, the analytical solution of velocity response in frequency domain and its corresponding semianalytical solution of velocity response in time domain are derived by means of Laplace transform technique and separation of variables technique. Based on the obtained solutions, the influence of parameters of pile end soil on the dynamic response is studied in detail for different designing parameters of pile. Lastly, the fictitious soil-pile model and other pile end soil supporting models are compared. It is shown that the dynamic response obtained by the fictitious soil-pile model is among the dynamic responses obtained by other existing models if there are appropriate material parameters and thickness of pile end soil for the fictitious soil-pile model.http://dx.doi.org/10.1155/2014/905194 |
| spellingShingle | Guodong Deng Jiasheng Zhang Wenbing Wu Xiong Shi Fei Meng Soil-Pile Interaction in the Pile Vertical Vibration Based on Fictitious Soil-Pile Model Journal of Applied Mathematics |
| title | Soil-Pile Interaction in the Pile Vertical Vibration Based on Fictitious Soil-Pile Model |
| title_full | Soil-Pile Interaction in the Pile Vertical Vibration Based on Fictitious Soil-Pile Model |
| title_fullStr | Soil-Pile Interaction in the Pile Vertical Vibration Based on Fictitious Soil-Pile Model |
| title_full_unstemmed | Soil-Pile Interaction in the Pile Vertical Vibration Based on Fictitious Soil-Pile Model |
| title_short | Soil-Pile Interaction in the Pile Vertical Vibration Based on Fictitious Soil-Pile Model |
| title_sort | soil pile interaction in the pile vertical vibration based on fictitious soil pile model |
| url | http://dx.doi.org/10.1155/2014/905194 |
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