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考虑土塞效应的开口管桩沉桩与承载全过程离散元分析

李立辰 刘卓 刘浩 吴文兵 罗仑博 蒋国盛 梅国雄

岩土工程学报2024,Vol.46Issue(7):1471-1480,10.
岩土工程学报2024,Vol.46Issue(7):1471-1480,10.DOI:10.11779/CJGE20230340

考虑土塞效应的开口管桩沉桩与承载全过程离散元分析

DEM analysis of installation and bearing process of open-ended piles considering plugging effects

李立辰 1刘卓 1刘浩 1吴文兵 1罗仑博 2蒋国盛 1梅国雄3

作者信息

  • 1. 中国地质大学(武汉)工程学院 岩土钻掘与防护教育部工程研究中心,湖北 武汉 430074
  • 2. 中国长江三峡集团有限公司科学技术研究院,北京 101100
  • 3. 中国地质大学(武汉)工程学院 岩土钻掘与防护教育部工程研究中心,湖北 武汉 430074||浙江大学海洋学院,浙江 舟山 316021
  • 折叠

摘要

Abstract

The penetration process of open-ended piles will cause complex plugging effects,which further influence the installation and bearing characteristics of piles.Considering the high cost,long period and limitations in reflecting the interaction between piles and soil plugs of the traditional experimental approach,the jacking installation and subsequent loading process of open-ended piles in sand are simulated based on the discrete element method(DEM).The periodic cell replication method is used to generate a homogeneous foundation sample with linear stress distribution.Based on the analysis of the soil deformation characteristics,the characteristics of the active arch and passive arch distribution of the soil plugs are revealed.Based on the analysis of the evolution of soil plugging parameters and plug bearing characteristics,it is found that the incremental filling ratio(IFR)is more sensitive to the plug behavior,and the development of plug resistance shows good consistency with the trend of the IFR value.Also,the open-ended piles are in the fully plugged mode under the static loads,and the load-displacement response of soil plugs is elastic-plastic.Finally,the method for calculating the end bearing capacity of open-ended jacked piles is established by considering the CPT cone resistances,plugging effects and pile size effects.The above results reveal the evolution process and bearing mechanism of soil plugs and can provide reference value for the prediction of installation resistance and calculation of bearing capacity of open-ended piles considering soil plugging effects.

关键词

开口管桩/土塞效应/离散元法/桩端阻力

Key words

open-ended pile/plugging effect/discrete element method/end bearing capacity

分类

建筑与水利

引用本文复制引用

李立辰,刘卓,刘浩,吴文兵,罗仑博,蒋国盛,梅国雄..考虑土塞效应的开口管桩沉桩与承载全过程离散元分析[J].岩土工程学报,2024,46(7):1471-1480,10.

基金项目

国家自然科学基金项目(52178371,52308383) (52178371,52308383)

湖北省自然科学基金青年项目(2023AFB008) (2023AFB008)

中国博士后科学基金面上项目(2022M712964) (2022M712964)

岩土工程学报

OA北大核心CSTPCD

1000-4548

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