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脲酶矿化胶结砂土的单轴压缩离散元分析

张建伟 蒋洪亮 尹悦 王培坤 王俊

土木与环境工程学报(中英文)2026,Vol.48Issue(3):21-29,9.
土木与环境工程学报(中英文)2026,Vol.48Issue(3):21-29,9.DOI:10.11835/j.issn.2096-6717.2025.027

脲酶矿化胶结砂土的单轴压缩离散元分析

Discrete element analysis of uniaxial compression test of EICP cemented sand soil

张建伟 1蒋洪亮 2尹悦 3王培坤 2王俊4

作者信息

  • 1. 河南大学 建筑工程学院,河南 开封 475004||河南省历史建筑智能保护与修复工程研究中心,开封 475004
  • 2. 河南大学 建筑工程学院,河南 开封 475004
  • 3. 中国科学院武汉岩土力学研究所,武汉 430071
  • 4. 许昌学院 土木工程学院,河南 许昌 461000
  • 折叠

摘要

Abstract

Enzyme-induced calcium carbonate precipitation(EICP)is a soil solidification and improvement technique with broad prospects.In order to study the mechanical fracture mechanism and meso-properties of EICP stabilized sand,this paper,based on PFC2D,studies the mechanical parameters,particle displacement and microcrack development process of cemented sand samples with different cementation levels and different calcium carbonate distributions in uniaxial compression tests to explain their deformation and failure mechanisms and failure evolution laws.The results indicate that discrete element simulation considering the content,distribution,and particle contact model of calcium carbonate can better reflect the mechanical and deformation characteristics of the cemented sand specimens compared with laboratory tests.Specimens with a low level of cementation undergo local shear failure,and the failure surface emerges in areas with lower calcium carbonate content in the middle.With an increase in cementation level,average particle displacement in sandy soil becomes smaller,and the direction of particle displacement is closer to the axial compression direction of the specimen,leading to splitting failure with better global stability.The higher the level of cementation is,the more uniform the distribution of particle contacts in specimens is observed,resulting in slower extension rates for both crack growth and zones experiencing cementation failure.

关键词

酶诱导碳酸钙沉淀/砂土固化/离散元模拟/单轴压缩试验

Key words

enzyme-induced calcium carbonate precipitation(EICP)/sand soil solidification/discrete element simulation/uniaxial compression test

分类

建筑与水利

引用本文复制引用

张建伟,蒋洪亮,尹悦,王培坤,王俊..脲酶矿化胶结砂土的单轴压缩离散元分析[J].土木与环境工程学报(中英文),2026,48(3):21-29,9.

基金项目

河南省科技研发计划联合基金(225200810005) (225200810005)

河南省自然科学基金(232300420073) Joint Fund of the Technical R&D Program of Henan Province(No.225200810005) (232300420073)

Natural Science Foundation of Henan Province(No.232300420073) (No.232300420073)

土木与环境工程学报(中英文)

2096-6717

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