Torsional vibration of a static drill-rooted nodular pile embedded in elastic media
This study examines the vibration characteristics of static drill-rooted nodular (SDRN) piles in elastic soils under time-harmonic torsional loads via an analytical approach. SDRN piles, which are characterized by uniformly distributed nodes and enhanced surrounding cemented soil, are able to increa...
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Frontiers Media S.A.
2024-12-01
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| Series: | Frontiers in Physics |
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| Online Access: | https://www.frontiersin.org/articles/10.3389/fphy.2024.1494394/full |
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| author | Hui Zhao Xibin Li |
| author_facet | Hui Zhao Xibin Li |
| author_sort | Hui Zhao |
| collection | DOAJ |
| description | This study examines the vibration characteristics of static drill-rooted nodular (SDRN) piles in elastic soils under time-harmonic torsional loads via an analytical approach. SDRN piles, which are characterized by uniformly distributed nodes and enhanced surrounding cemented soil, are able to increase the vertical bearing capacity of piles in soft soils. Piles are modelled using elastic rod theory, while surrounding soils are separated into two sublayers along radial direction: a core zone made up of cemented soil and an outer semi-infinite natural soil layer. An analytical method is proposed to solve the problem after formulating the wave equations for pile and radial soil layer. This methodology rigorously considers the continuity of twist angle and shear stress across the interface of the pile and radial soil layers. The simulation of nodes in the SDRN pile involves discretizing the pile-soil system and applying the principle of impedance function recursion to accurately compute the torsional stiffness at the top of the pile. Developed results are validated against the existing benchmarks for a cylindrical pile in elastic soil. Detailed numerical examples are carried out to assess the effect of major factors on the torsional impedance of the pile. For improved comprehension in engineering applications, the impedance function is applied to derive the twist angle of the rigid foundation, with the amplitude-frequency response expressed in a closed form. Results indicate that the vibration behavior of the piles is significantly influenced by the inner radius, outer radius, the dimension of the node, the radial width of the cemented soil and the damping ratio of the radial soil layer. The developed solution offers valuable insights for the optimization design of SDRN piles under dynamic torsional loads. |
| format | Article |
| id | doaj-art-d91fe9c1a2594fca869c0db153dcdff0 |
| institution | Kabale University |
| issn | 2296-424X |
| language | English |
| publishDate | 2024-12-01 |
| publisher | Frontiers Media S.A. |
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| series | Frontiers in Physics |
| spelling | doaj-art-d91fe9c1a2594fca869c0db153dcdff02025-01-07T08:59:34ZengFrontiers Media S.A.Frontiers in Physics2296-424X2024-12-011210.3389/fphy.2024.14943941494394Torsional vibration of a static drill-rooted nodular pile embedded in elastic mediaHui Zhao0Xibin Li1Hangzhou Transportation Investment and Construction Management Group Co., Ltd., Hangzhou, ChinaCollege of Landscape Architecture, Zhejiang A & F University, Hangzhou, ChinaThis study examines the vibration characteristics of static drill-rooted nodular (SDRN) piles in elastic soils under time-harmonic torsional loads via an analytical approach. SDRN piles, which are characterized by uniformly distributed nodes and enhanced surrounding cemented soil, are able to increase the vertical bearing capacity of piles in soft soils. Piles are modelled using elastic rod theory, while surrounding soils are separated into two sublayers along radial direction: a core zone made up of cemented soil and an outer semi-infinite natural soil layer. An analytical method is proposed to solve the problem after formulating the wave equations for pile and radial soil layer. This methodology rigorously considers the continuity of twist angle and shear stress across the interface of the pile and radial soil layers. The simulation of nodes in the SDRN pile involves discretizing the pile-soil system and applying the principle of impedance function recursion to accurately compute the torsional stiffness at the top of the pile. Developed results are validated against the existing benchmarks for a cylindrical pile in elastic soil. Detailed numerical examples are carried out to assess the effect of major factors on the torsional impedance of the pile. For improved comprehension in engineering applications, the impedance function is applied to derive the twist angle of the rigid foundation, with the amplitude-frequency response expressed in a closed form. Results indicate that the vibration behavior of the piles is significantly influenced by the inner radius, outer radius, the dimension of the node, the radial width of the cemented soil and the damping ratio of the radial soil layer. The developed solution offers valuable insights for the optimization design of SDRN piles under dynamic torsional loads.https://www.frontiersin.org/articles/10.3389/fphy.2024.1494394/fullstatic drill-rooted nodular piletorsional vibrationrigid foundationcemented soilwave propagation |
| spellingShingle | Hui Zhao Xibin Li Torsional vibration of a static drill-rooted nodular pile embedded in elastic media Frontiers in Physics static drill-rooted nodular pile torsional vibration rigid foundation cemented soil wave propagation |
| title | Torsional vibration of a static drill-rooted nodular pile embedded in elastic media |
| title_full | Torsional vibration of a static drill-rooted nodular pile embedded in elastic media |
| title_fullStr | Torsional vibration of a static drill-rooted nodular pile embedded in elastic media |
| title_full_unstemmed | Torsional vibration of a static drill-rooted nodular pile embedded in elastic media |
| title_short | Torsional vibration of a static drill-rooted nodular pile embedded in elastic media |
| title_sort | torsional vibration of a static drill rooted nodular pile embedded in elastic media |
| topic | static drill-rooted nodular pile torsional vibration rigid foundation cemented soil wave propagation |
| url | https://www.frontiersin.org/articles/10.3389/fphy.2024.1494394/full |
| work_keys_str_mv | AT huizhao torsionalvibrationofastaticdrillrootednodularpileembeddedinelasticmedia AT xibinli torsionalvibrationofastaticdrillrootednodularpileembeddedinelasticmedia |