桩承式路堤土拱形成及荷载传递机制离散元分析

赖汉江; 郑俊杰; 章荣军; 张 军; 崔明娟

doi:10.16285/j.rsm.2015.S1.113

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桩承式路堤土拱形成及荷载传递机制离散元分析

数值分析 | 更新时间：2026-06-25

- 桩承式路堤土拱形成及荷载传递机制离散元分析
- Discrete element analysis of development and load-transfer mechanism of soil arching within piled embankment
- 岩土力学 2015年36卷第S1期页码：646-650
- 作者机构：
  
  1. 华中科技大学岩土与地下工程研究所,湖北,武汉,430074
  2. 山西省交通科学研究院黄土地区公路建设与养护技术交通行业重点实验室,山西,太原,030006
- 作者简介：
- 基金信息：
  
  国家自然科学基金（No.51278216，No.51478201，No.51308241）;教育部高等学校博士学科点专项科研基金（No.20130142120029）
- DOI：10.16285/j.rsm.2015.S1.113
  中图分类号： TU473
- 网络首发：2018-06-14，
  
  纸质出版：2015
- 稿件说明：
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赖汉江, 郑俊杰, 章荣军, 等. 桩承式路堤土拱形成及荷载传递机制离散元分析[J]. 岩土力学, 2015,36(S1):646-650.

LAI Han-jiang, ZHENG Jun-jie, ZHANG Rong-jun, et al. Discrete element analysis of development and load-transfer mechanism of soil arching within piled embankment[J]. 2015, 36(S1): 646-650.
赖汉江, 郑俊杰, 章荣军, 等. 桩承式路堤土拱形成及荷载传递机制离散元分析[J]. 岩土力学, 2015,36(S1):646-650. DOI： 10.16285/j.rsm.2015.S1.113.

LAI Han-jiang, ZHENG Jun-jie, ZHANG Rong-jun, et al. Discrete element analysis of development and load-transfer mechanism of soil arching within piled embankment[J]. 2015, 36(S1): 646-650. DOI： 10.16285/j.rsm.2015.S1.113.

摘要

土拱效应是桩承式路堤中影响荷载传递的关键因素。基于前人的室内模型试验，建立了桩承式路堤离散元（DEM）数值分析模型。基于路堤中应力偏转规律对土拱随桩土相对位移的形成规律进行了分析。在该基础上提出了合理拱轴线土拱模型，并引入荷载传递系数? 对土拱与土拱下方路堤填料间的荷载传递进行量化分析。模拟结果表明，桩土相对位移引起路堤中应力主方向发生偏转并形成虚拟土拱；土拱形态及高度随桩土相对位移的变化而变化，最大拱高约0.8倍桩净间距；? 随土拱高度的增加呈对数关系减小。

Abstract

Soil arching effect is a key factor for the load transfer in a piled embankment. Based on the previous model test

a DEM model of a piled embankment is conducted by the PFC2D. The development of soil arching with the pile-subsoil relative displacement is analyzed based on the deflection of principal stress direction. Then

a soil arching model with a reasonable arch axis is proposed to depict the soil arching in a piled embankment. Meanwhile

a load-transfer coefficient α is introduced for the quantitative analysis of load transfer between the soil arching and the embankment fill below the arching. Numerical results indicate that the pile-subsoil relative displacement will induce the deflection of principal stress direction

which forms the soil arching in embankment. The features and heights of soil arching are related to the pile-subsoil relative displacement

and the maximum soil arching height is about 0.8 times of clear pile spacing. The decrease in α with the increase of soil arching height is found to follow a logarithmic relation.

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