Estimation of the critical buckling load of pile foundations during soil liquefaction
文献类型：期刊论文
| 作者 | Tang, Liang1,4; Man, Xiaofeng4; Zhang, Xiaoyu3; Bhattacharya, Subhamoy2; Cong, Shengyi4; Ling, Xianzhang4 |
| 刊名 | SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
 |
| 出版日期 | 2021-07-01 |
| 卷号 | 146页码:11 |
| 关键词 | Liquefaction propagation Excess pore pressure Critical buckling load Geometric imperfections Pile foundation Nonlinear Winkler foundation |
| ISSN号 | 0267-7261 |
| DOI | 10.1016/j.soildyn.2021.106761 |
| 英文摘要 | Buckling instability of slender piles may occur based on the effect of excessive axial loads acting on a pile with diminishing effective stress and shear strength owing to surrounding soil liquefaction. However, several guidelines for pile design often provide insufficient consideration of buckling failure, and it is significant to study the buckling failure of piles in liquefiable sites for the design and inspection of piles. In this paper, an efficient method of determining the critical buckling load of piles considering the material and geometric nonlinearities of piles based on the excess pore pressure distribution is proposed based on the beam-on nonlinear Winkler foundation (BNWF) model. Then, the method is verified and validated using results from centrifuge tests. Next, plots of the main effects and analysis of variance (ANOVA) were used for the sensitivity analysis of pile failure modes under axial loading. The initial imperfections and flexural rigidity of the pile have significant effects on the pile failure modes, and the pile is susceptible to buckling failure with low initial imperfections and flexural rigidity. Furthermore, the effects of the flexural rigidity of the pile, unsupported length ratio, initial imperfections, and degree of soil layer liquefaction on the critical buckling load of the pile in liquefiable soil are examined. The axial load-carrying capacity of the pile decreases with increasing initial imperfection amplitude, decreasing flexural rigidity of the pile, decreasing unsupported length ratio and severer degree of soil layer liquefaction. Finally, an estimating formula for predicting the critical buckling load of piles in liquefiable soil and an application example are presented. |
| 资助项目 | National Key R&D Program of China[2016YFE0205100] ; National Natural Science Foundation of China[51578195] ; National Natural Science Foundation of China[41902287] ; Technology Research and Development Plan Program of Heilongjiang Province[GA19A501] ; Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences[Z016007] |
| WOS研究方向 | Engineering ; Geology |
| 语种 | 英语 |
| WOS记录号 | WOS:000649638700002 |
| 出版者 | ELSEVIER SCI LTD |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/27203]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Tang, Liang |
| 作者单位 | 1.Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech, Wuhan 430071, Peoples R China 2.Univ Surrey, Dept Civil & Environm Engn, Guildford GU2 7XH, Surrey, England 3.Guangzhou Univ, Sch Civil Engn, Guangzhou 510006, Guangdong, Peoples R China 4.Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Heilongjiang, Peoples R China |
| 推荐引用方式 GB/T 7714 | Tang, Liang,Man, Xiaofeng,Zhang, Xiaoyu,et al. Estimation of the critical buckling load of pile foundations during soil liquefaction[J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2021,146:11. |
| APA | Tang, Liang,Man, Xiaofeng,Zhang, Xiaoyu,Bhattacharya, Subhamoy,Cong, Shengyi,&Ling, Xianzhang.(2021).Estimation of the critical buckling load of pile foundations during soil liquefaction.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,146,11. |
| MLA | Tang, Liang,et al."Estimation of the critical buckling load of pile foundations during soil liquefaction".SOIL DYNAMICS AND EARTHQUAKE ENGINEERING 146(2021):11. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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