混凝土芯水泥土复合桩竖向承载特性分析方法

张晓笛; 段冰; 吴健; 王金昌; 杨仲轩; 龚晓南; 徐荣桥

doi:10.16285/j.rsm.2023.0121

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混凝土芯水泥土复合桩竖向承载特性分析方法

基础理论与实验研究 | 更新时间：2026-06-28

- 混凝土芯水泥土复合桩竖向承载特性分析方法
- 混凝土芯水泥土复合桩竖向承载特性分析方法
- 岩土力学 2024年45卷第1期页码：173-183
- 作者机构：
  
  1. 浙江大学建筑工程学院
  2. 浙江大学平衡建筑研究中心
  3. 浙江数智交院科技股份有限公司
  4. 浙江交工地下工程有限公司
  5. 公路数智养护浙江省工程研究中心
- 作者简介：
- 基金信息：
  
  浙江省“尖兵”“领雁”研发攻关计划(NO.2022C03180);浙江省交通运输重大研发项目(NO.ZJXL-JTT-202201A);国家自然科学基金项目(NO.52078457);浙江大学-浙江交工协同创新联合研究中心资助(NO.ZDJG2021001)~~
- DOI：10.16285/j.rsm.2023.0121
  中图分类号： TU473.1
- 网络首发：2024-01-17，
  
  纸质出版：2024
- 稿件说明：
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张晓笛, 段冰, 吴健, 等. 混凝土芯水泥土复合桩竖向承载特性分析方法[J]. 岩土力学, 2024,45(1):173-183.

张晓笛, 段冰, 吴健, et al. 混凝土芯水泥土复合桩竖向承载特性分析方法[J]. 2024, 45(1): 173-183.
张晓笛, 段冰, 吴健, 等. 混凝土芯水泥土复合桩竖向承载特性分析方法[J]. 岩土力学, 2024,45(1):173-183. DOI： 10.16285/j.rsm.2023.0121.

张晓笛, 段冰, 吴健, et al. 混凝土芯水泥土复合桩竖向承载特性分析方法[J]. 2024, 45(1): 173-183. DOI： 10.16285/j.rsm.2023.0121.

摘要

基于Euler梁理论和状态空间法，建立了综合考虑非线性芯桩-水泥土-桩周土界面作用的双层叠合直梁分析模型及其状态方程，推导了成层土中不同组合形式的复合桩截面内力与变形的统一解析解，有效地考虑了复合桩分析中土与结构相互作用、结构局部参数发生变化等难点。通过与已有文献中现场试验和数值计算结果对比，验证了该方法的有效性，并讨论了桩径比、芯长比和水泥土弹性模量对桩承载特性的影响。研究结果表明：（1）桩径比增大，可提供的桩侧摩阻力和桩端阻力增大，复合桩竖向承载力基本呈线性增长；（2）芯长比增大，复合桩竖向承载力的增长幅度逐渐增大；（3）水泥土弹性模量对于桩竖向承载力影响较小。

Abstract

The authors propose a double-layer composite straight beam model that incorporates the Euler beam theory and the state space method to account for the nonlinear interaction between concrete core

cement soil

and surrounding soil interfaces. This model allows for convenient derivation of general solutions for internal forces and deformations for different combinations of piles in layered soil. By employing the state space method

the model effectively considers soil-structure interactions and variations in local structural parameters when analyzing composite piles. To validate the proposed solution

field test results and numerical analysis findings from existing literature are compared. The obtained analytical solution aligns well with these validation sources. Additionally

using the derived analytical solution

the authors investigate the effects of various pile parameters on pile loading responses. Specifically

they analyze the impacts of pile diameter ratio

core length ratio

and Young’s modulus of the cement soil. The results indicate that increasing the diameter ratio reduces pile settlement and increases pile bearing capacity due to enhanced total side friction resistance and tip resistances. Increasing the core length ratio also leads to higher pile bearing capacity with an increasing growth rate. However

the Young’s modulus of the cement soil has a negligible influence on pile bearing capacity.

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references

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