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EICP改良膨胀土的物理力学性质试验研究

王欢 张佳伟 郭合家

土木与环境工程学报(中英文)2024,Vol.46Issue(5):109-116,8.
土木与环境工程学报(中英文)2024,Vol.46Issue(5):109-116,8.DOI:10.11835/j.issn.2096-6717.2023.130

EICP改良膨胀土的物理力学性质试验研究

Experimental study on physical and mechanical properties of expansive soil improved by EICP

王欢 1张佳伟 2郭合家3

作者信息

  • 1. 河南大学 土木建筑学院,河南 开封 475004||河南交通职业技术学院 公路学院,郑州 451460
  • 2. 河南大学 土木建筑学院,河南 开封 475004
  • 3. 中国五冶集团有限公司,成都 610063
  • 折叠

摘要

Abstract

In order to explore the physical and mechanical properties of weak expansive soil improved by urease Enzyme-Induced Calcium Carbonate Precipitation(EICP)technique,the expansion characteristics and mechanical properties of weak expansive soil treated by EICP were tested by soybean urease.The effects of urease concentration,initial Ca2+concentration,enzyme-binder ratio,urine-calcium ratio and curing time on the formation rate of calcium carbonate and free expansion rate were studied by orthogonal test of EICP multi-factor ratio,and the optimum ratio of EICP reaction solution was determined.On this basis,the expansive soil was improved by different dosages of EICP reaction liquid,and the effect was tested by free expansion rate test,unconfined compressive strength test and triaxial compression test.The results show that when the content of EICP reaction solution is 20%,the inhibiting is the best,and the mechanical strength and calcium carbonate formation rate of soil are the highest.The precipitate induced by soybean urease is calcite calcium carbonate,which is attached to the surface of soil particles.It not only fills the pores of soil particles,but also cements the skeleton particles of soil,hinders the contact between soil and water,improves the compactness and bonding strength of soil,and finally improves the expansibility and mechanical properties of expansive soil.

关键词

酶诱导碳酸钙沉淀/膨胀土/膨胀特性/力学特性/微观机理

Key words

enzyme-induced calcium carbonate precipitation/expansive soil/expansion characteristics/mechanical properties/microscopic mechanism

分类

土木建筑

引用本文复制引用

王欢,张佳伟,郭合家..EICP改良膨胀土的物理力学性质试验研究[J].土木与环境工程学报(中英文),2024,46(5):109-116,8.

基金项目

河南省高等学校重点科研项目(18A580002) (18A580002)

开封市科技发展计划项目(1801004) Key Scientific Research Project of Higher Education Institutions of Henan Province(No.18A580002) (1801004)

Science and Technology Development Program of Kaifeng(No.1801004) (No.1801004)

土木与环境工程学报(中英文)

OA北大核心CSTPCD

2096-6717

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