Impedance of Inner Saturated Soil to Horizontally Vibrating Large-Diameter Pipe Piles
An analytical solution for the inner soil impedance of saturated soil to a horizontally vibrating large-radius pipe pile was presented. Based on the porous media theory and the assumption that the vertical normal stress is zero, the closed solution of the inner soil impedance of the saturated soil t...
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| Format: | Article |
| Language: | English |
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Wiley
2021-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2021/1845109 |
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| _version_ | 1832549193665740800 |
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| author | Jiang Xie |
| author_facet | Jiang Xie |
| author_sort | Jiang Xie |
| collection | DOAJ |
| description | An analytical solution for the inner soil impedance of saturated soil to a horizontally vibrating large-radius pipe pile was presented. Based on the porous media theory and the assumption that the vertical normal stress is zero, the closed solution of the inner soil impedance of the saturated soil to the movement of the large-diameter pipe pile is obtained. This analytical solution considers the influence of saturated soil parameters on the impedance of the core soil of large-diameter pipe piles. Through numerical examples, the variation law of the inner soil impedance with pile radius, pile length, dimensionless frequency, compression coefficient, effective permeability coefficient, and porosity was analyzed and the pile radius corresponding to effective inner soil impedance is determined. |
| format | Article |
| id | doaj-art-c6d5c4c595254e50ac65561f242cf740 |
| institution | Kabale University |
| issn | 1070-9622 1875-9203 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-c6d5c4c595254e50ac65561f242cf7402025-02-03T06:12:05ZengWileyShock and Vibration1070-96221875-92032021-01-01202110.1155/2021/18451091845109Impedance of Inner Saturated Soil to Horizontally Vibrating Large-Diameter Pipe PilesJiang Xie0School of Civil and Resource Engineering, University of Science and Technology, Beijing 100083, ChinaAn analytical solution for the inner soil impedance of saturated soil to a horizontally vibrating large-radius pipe pile was presented. Based on the porous media theory and the assumption that the vertical normal stress is zero, the closed solution of the inner soil impedance of the saturated soil to the movement of the large-diameter pipe pile is obtained. This analytical solution considers the influence of saturated soil parameters on the impedance of the core soil of large-diameter pipe piles. Through numerical examples, the variation law of the inner soil impedance with pile radius, pile length, dimensionless frequency, compression coefficient, effective permeability coefficient, and porosity was analyzed and the pile radius corresponding to effective inner soil impedance is determined.http://dx.doi.org/10.1155/2021/1845109 |
| spellingShingle | Jiang Xie Impedance of Inner Saturated Soil to Horizontally Vibrating Large-Diameter Pipe Piles Shock and Vibration |
| title | Impedance of Inner Saturated Soil to Horizontally Vibrating Large-Diameter Pipe Piles |
| title_full | Impedance of Inner Saturated Soil to Horizontally Vibrating Large-Diameter Pipe Piles |
| title_fullStr | Impedance of Inner Saturated Soil to Horizontally Vibrating Large-Diameter Pipe Piles |
| title_full_unstemmed | Impedance of Inner Saturated Soil to Horizontally Vibrating Large-Diameter Pipe Piles |
| title_short | Impedance of Inner Saturated Soil to Horizontally Vibrating Large-Diameter Pipe Piles |
| title_sort | impedance of inner saturated soil to horizontally vibrating large diameter pipe piles |
| url | http://dx.doi.org/10.1155/2021/1845109 |
| work_keys_str_mv | AT jiangxie impedanceofinnersaturatedsoiltohorizontallyvibratinglargediameterpipepiles |