| 引用本文: | 王宗琴,张云鹏,田乙,吴文兵,刘浩,吴涛,闻敏杰.考虑固结的新近吹填场地桩侧负摩阻力分布特性[J].哈尔滨工业大学学报,2022,54(8):108.DOI:10.11918/202104053 |
| WANG Zongqin,ZHANG Yunpeng,TIAN Yi,WU Wenbing,LIU Hao,WU Tao,WEN Minjie.Distribution characteristics of negative skin friction on piles installed at dredger fill sites considering consolidation effect[J].Journal of Harbin Institute of Technology,2022,54(8):108.DOI:10.11918/202104053 |
|
| |
|
|
| 本文已被：浏览 1161次 下载 701次 |
码上扫一扫！ |
|
|
| 考虑固结的新近吹填场地桩侧负摩阻力分布特性 |
|
王宗琴1,张云鹏1,田乙1,吴文兵1,2,刘浩1,3,吴涛4,闻敏杰4
|
|
(1.中国地质大学 岩土钻掘与防护教育部工程研究中心,武汉 430074;2.广西防灾减灾与工程安全重点 实验室(广西大学),南宁 530004;3.广东省海洋土木工程重点实验室,广东 珠海 519082; 4.浙江大学 滨海和城市岩土工程研究中心,杭州 310058)
|
|
| 摘要: |
| 为研究新近吹填场地中,因软土地基固结沉降引起的桩基侧摩阻力的分布特性,基于连续排水边界条件和理想弹塑性荷载传递模型,建立考虑土体固结效应的新近吹填场地桩基础变形分析理论模型。引入连续排水边界,求解双层地基的固结沉降,并采用理想弹塑性荷载传递法模拟桩侧位移-应力关系,求解桩侧摩阻力及桩顶沉降解析解。通过与试验数据进行对比,验证本文解的正确性,并讨论时间因子、双层地基厚度比、桩顶荷载和桩基受力对轴力以及侧摩阻力的影响。结果表明:随着时间的增加,负摩阻力增大,中性点下移；原位土层与新吹填土层厚度比增大,负摩阻力减小,中性点上移；随着桩顶荷载的增加,桩侧负摩阻力减小,中性点上移。 |
| 关键词: 双层地基 负摩阻力 理想弹塑性模型 一维固结 连续排水边界 解析解 |
| DOI：10.11918/202104053 |
| 分类号:TU398 |
| 文献标识码:A |
| 基金项目:国家自然科学基金(51878634)；浙江省杰出青年基金(LR21E080005)；中国博士后科学基金(2020M673093)；广东省海洋土木工程重点实验室开放基金(LMCE202003) |
|
| Distribution characteristics of negative skin friction on piles installed at dredger fill sites considering consolidation effect |
|
WANG Zongqin1,ZHANG Yunpeng1,TIAN Yi1,WU Wenbing1,2,LIU Hao1,3,WU Tao4,WEN Minjie4
|
|
(1.Engineering Research Center of Rock-Soil Drilling & Excavation and Protection, Ministry of Education, China University of Geosciences, Wuhan 430074, China; 2.Guangxi Key Laboratory of Disaster Prevention and Structural Safety (Guangxi University), Nanning 530004, China; 3.Key Laboratory of Marine Civil Engineering in Guangdong Province, Zhuhai 519082, Guangdong, China; 4.Research Center of Costal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China)
|
| Abstract: |
| The paper aims to analyze the distribution of skin friction along piles caused by soil consolidation in newly formed dredger fill sites. Based on the continuous drainage boundary conditions and the ideal elastoplastic load transfer model, a theoretical model for the deformation analysis of pile foundations at newly filled sites was established considering the effect of soil consolidation. With the introduction of the continuous drainage boundary, the consolidation settlement of the double-layer foundation was acquired. The ideal elastoplastic load transfer method was used to simulate the pile shaft displacement-stress relationship, and the analytical solutions of skin friction and pile head settlement were obtained. Compared with experimental results, the proposed model was verified. The effects of time factor, thickness ratio of double-layer foundation, pile head load, and mechanics of pile foundation on axial force and skin friction were analyzed. Results show that as time increased, the negative skin friction increased and the neutral point of the skin friction moved downwards. When the thickness ratio of in-situ soil layer to new dredger fill layer increased, the negative skin friction decreased and the neutral point of the skin friction moved upwards. With the increase in the pile head load, the negative skin friction decreased and the neutral point moved upwards. |
| Key words: double-layer foundation negative skin friction ideal elastoplastic model one dimensional consolidation continuous drainage boundary analytical solution |
|
|
|
|
