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静钻根植排水桩承载特性数值分析
引用本文:孙嘉烽1 邓岳保1 邵飞瑜1 张日红12. 静钻根植排水桩承载特性数值分析[J]. 宁波大学学报(理工版), 2023, 0(2): 67-72
作者姓名:孙嘉烽1 邓岳保1 邵飞瑜1 张日红12
作者单位:1.宁波大学 土木工程与地理环境学院, 浙江 宁波 315211; 2.宁波中淳高科股份有限公司, 浙江 宁波 315042
基金项目:宁波市重大科技攻关暨揭榜挂帅项目(2022Z030);
摘    要:静钻根植排水桩是一种新型技术,其承载特性有必要开展深入研究.本文结合数值模拟,开展静钻根植排水桩有限元分析.首先对静钻根植排水桩模型进行模拟,并将试验模拟结果与实测结果进行比较,由此检验数值模型的可靠性.然后在此基础上,围绕工程实际进行建模,研究排水桩的承载特性,重点分析真空负压抽排水时间对桩基承载性能的影响.研究成果可为静钻根植排水桩的研发推广提供参考.

关 键 词:静钻根植桩  真空负压  抽排水  承载力

Numerical analysis of bearing characteristics of static drilling rooted drainage piles
SUN Jiafeng1,DENG Yuebao1,SHAO Feiyu1,ZHANG Rihong1,' target="_blank" rel="external">2. Numerical analysis of bearing characteristics of static drilling rooted drainage piles[J]. Journal of Ningbo University(Natural Science and Engineering Edition), 2023, 0(2): 67-72
Authors:SUN Jiafeng1,DENG Yuebao1,SHAO Feiyu1,ZHANG Rihong1,' target="  _blank"   rel="  external"  >2
Affiliation:1.School of Civil & Environmental Engineering and Geography Science, Ningbo University, Ningbo 315211, China; 2.Ningbo Zhongchun Hi-Tech Co., Ltd., Ningbo 315042, China
Abstract:The static drilling rooted drainage pile is a new technology, and its bearing characteristics need to be studied in depth. Combined with numerical simulation, the finite element analysis of static drilling and rooted drainage piles is carried out. Firstly, the model test of static drilling and rooted drainage piles is simulated, and the reliability of the numerical model is verified by the comparison between the simulation and the experiment results. On this basis, modeling is carried out according to the engineering scenario to study the bearing characteristics of drainage piles, focusing on the effect of vacuum negative pressure pumping drainage time on the bearing performance of pile foundation. The research results can provide reference for the promotion and application of static drilling root drainage piles.
Keywords:static drilling rooted pile  vacuum pressure  pumping and drainage  bearing capacity
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