Analytical solutions of soil plug behaviors in open-ended pile driven by impact load
文献类型：期刊论文
| 作者 | Qin, Wei1,2,3,4,5,6,7; Cai, Shengyu2; Dai, Guoliang1,3; Wei, Houzhen8 |
| 刊名 | ACTA GEOTECHNICA
 |
| 出版日期 | 2023-08-01 |
| 卷号 | 18期号:8页码:4183 |
| 关键词 | Analytical solution Impact driving Open-ended piles Plug displacement Soil plug |
| ISSN号 | 1861-1125 |
| 英文摘要 | The displacement behavior of soil inside open-ended piles during driving is associated with soil plugging performance. This study analyzed the ultimate equilibrium of the pile-soil during pile installation and then established the ultimate balance equation. A pile-soil contact dynamic resistance factor (DRF) was incorporated by the kinematic method to develop the equation under dynamic loading. The inertial force and DRF were both integrated into the displacement analytical model, and the ultimate equilibrium differential equations of the soil inside the open-ended pile subjected to hammering loads were developed to derive the analytical solution of plug displacement under drained and undrained conditions respectively. For the same average acceleration and pile diameter, the higher the magnitude of the shaft friction factor (beta) was, the more significant the compression of the soil inside the pile was. Smaller pile diameter resulted in more dramatic compaction of the soil within the pile, although this effect was weak. Furthermore, the internal soil was exponentially compressed with the increase in acceleration. The results were compared with numerical results. The analytical solutions could predict the soil displacement of open-ended piles during driving and provide useful insights into the actual situation of soil plug. |
| 学科主题 | Engineering |
| 语种 | 英语 |
| WOS记录号 | WOS:000936113700002 |
| 出版者 | SPRINGER HEIDELBERG |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/35517]  |
| 专题 | 中科院武汉岩土力学所 |
| 作者单位 | 1.Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Nanjing 210096, China 2.College of Civil Engineering and Architecture, Wenzhou University, Wenzhou 325035, Zhejiang, China 3.School of Civil Engineering, Southeast University, Nanjing 210096, China 4.Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation Zhejiang Province, Wenzhou 325035, Zhejiang, China 5.Collaborative Innovation Center of Tide and Reclamation and Ecological Protection, Wenzhou 325035, Zhejiang, China 6.Zhejiang Engineering Center for Disaster Prevention and Mitigation Technology of Coastal Soft Soil, Wenzhou 325035, Zhejiang, China 7.International Cooperation Base for Science and Technology On Ultra-Soft Soil Engineering and Smart Monitoring, Wenzhou 325035, Zhejiang, China 8.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China |
| 推荐引用方式 GB/T 7714 | Qin, Wei,Cai, Shengyu,Dai, Guoliang,et al. Analytical solutions of soil plug behaviors in open-ended pile driven by impact load[J]. ACTA GEOTECHNICA,2023,18(8):4183. |
| APA | Qin, Wei,Cai, Shengyu,Dai, Guoliang,&Wei, Houzhen.(2023).Analytical solutions of soil plug behaviors in open-ended pile driven by impact load.ACTA GEOTECHNICA,18(8),4183. |
| MLA | Qin, Wei,et al."Analytical solutions of soil plug behaviors in open-ended pile driven by impact load".ACTA GEOTECHNICA 18.8(2023):4183. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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