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复合倾斜式微型桩群边坡防护效果模拟研究

ZHENG Mingxin LI Dong ZENG Qingyun HU Hongping

有色金属科学与工程2025,Vol.16Issue(6):933-942,10.
有色金属科学与工程2025,Vol.16Issue(6):933-942,10.DOI:10.13264/j.cnki.ysjskx.2025.06.011

复合倾斜式微型桩群边坡防护效果模拟研究

Simulation study on slope protection effect of composite inclined micro-pile groups

ZHENG Mingxin 1LI Dong 1ZENG Qingyun 1HU Hongping1

作者信息

  • 1. @@@1a.School of Communication and Transportation Engineering||1b.State Key Laboratory of Performance Monitoring and Protecting of Rail Transit Infrastructure,East China Jiaotong University,Nanchang 330013,China||2.Nanchang Railway Survey and Design Institute Co.,Ltd.,Nanchang 330002,China
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摘要

Abstract

This paper addresses the challenge of establishing a micro-pile group excavation platform on a steep slope,where significant disturbances to the original slope can lead to instability.To mitigate this issue,a differential layout was proposed that incorporated inclined connecting beams.In this configuration,the front row of piles was driven at an angle.In contrast,the rear row was installed vertically,resulting in a composite micro-pile group structure with inclined connecting beams.An in-depth analysis of this structure's deformation and mechanical characteristics was conducted using the finite element strength reduction method.The findings indicate that this design enhances the coupling among the various components of the micro-pile groups,significantly improving overall integrity and increasing the stability factor by over 27%.The inclination of the front row of piles reduces the displacement,bending moment,and shear force experienced by the mountainside piles,with reductions reaching up to 45%.This effect becomes more pronounced as the inclination angle of the front row increases.When the front row of piles was inclined to the optimal angle of 25°,the maximum shear force values experienced by the three rows of mountainside piles are 0.67,0.60,and 0.41 times those observed with vertical front row piles,respectively.Additionally,the displacement at the top of the mountainside piles was only 23.8%of that of conventional vertical piles.These research findings provide a theoretical basis and reference value for the design of this structure.

关键词

微型桩/倾斜连系梁/数值模拟/前排桩倾斜/复合结构/受力特性

Key words

micro-piles/inclined coupling beams/numerical simulation/front-row pile inclination/composite structures/force characteristics

分类

矿业与冶金

引用本文复制引用

ZHENG Mingxin,LI Dong,ZENG Qingyun,HU Hongping..复合倾斜式微型桩群边坡防护效果模拟研究[J].有色金属科学与工程,2025,16(6):933-942,10.

基金项目

国家自然科学基金资助项目(51568022) (51568022)

江西省自然科学重点资助项目(20242BAB26078) (20242BAB26078)

有色金属科学与工程

OA北大核心

1674-9669

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