| 注册
首页|期刊导航|土木与环境工程学报(中英文)|MICP加固花岗岩残积土的渗透特性

MICP加固花岗岩残积土的渗透特性

王延宁 黄龙剑 陈前 俞缙 刘士雨

土木与环境工程学报(中英文)2024,Vol.46Issue(5):38-46,9.
土木与环境工程学报(中英文)2024,Vol.46Issue(5):38-46,9.DOI:10.11835/j.issn.2096-6717.2023.116

MICP加固花岗岩残积土的渗透特性

Hydraulic conductivity of MICP-treated granite residual soil

王延宁 1黄龙剑 2陈前 2俞缙 3刘士雨3

作者信息

  • 1. 汕头大学 土木与智慧建设工程系||广东省结构安全与监测工程技术研究中心,广东 汕头 515063||中国矿业大学 深部岩土力学与地下工程国家重点实验室,江苏 徐州 221116
  • 2. 汕头大学 土木与智慧建设工程系||广东省结构安全与监测工程技术研究中心,广东 汕头 515063
  • 3. 华侨大学 福建省隧道与城市地下空间工程技术研究中心,福建 厦门 361021
  • 折叠

摘要

Abstract

Hydraulic conductivity of soil decreases significantly after MICP treatment,but there is a lack of theoretical calculation of the hydraulic conductivity of MICP-treated soil.This paper presents theoretical analysis and experimental study on hydraulic conductivity of MICP treated granite residual soils,and proposes theoretical expressions for CaCO3 contents and hydraulic conductivity.CaCO3 mass contents were derived based on the kinetic equation of the enzymatic reaction that decays linearly.Moreover,the particle size and number of CaCO3 crystals were calculated using the SEM image,and then void ratio,tortuosity and average specific surface area of the grain were deduced.These factors were substituted into Kozeny-Carman equation to propose a theoretical expression of the hydraulic conductivity of MICP-treated soils.Compared to the experimental data,the results show that CaCO3 contents increase sharply at the beginning and then become stable,while hydraulic conductivity exhibits the features of an early rapid decrease and subsequent tendency to stabilize.Hydraulic conductivity of the specimens with the concentration of 0.50 kmol/m3,0.75 kmol/m3,1.00 kmol/m3 and 1.25 kmol/m3 of cementitious solution decreased by 35%,40%,45%and 55%respectively.The expression of CaCO3 mass contents and the model of hydraulic conductivity agree well with the testing data.The findings provided valuable insights into prediction of CaCO3 contents and hydraulic conductivity of MICP treated granite residual soil.

关键词

微生物诱导碳酸钙沉淀/花岗岩残积土/加固/Kozeny-Carman方程/胶结作用

Key words

microbial induced carbonate precipitation(MICP)/granite residual soil/reinforcement/Kozeny-Carman equation/cementation

分类

土木建筑

引用本文复制引用

王延宁,黄龙剑,陈前,俞缙,刘士雨..MICP加固花岗岩残积土的渗透特性[J].土木与环境工程学报(中英文),2024,46(5):38-46,9.

基金项目

广东省自然科学基金(2022A1515011200) (2022A1515011200)

广东省科技计划(STKJ2021129) (STKJ2021129)

国家自然科学基金(51878657) Natural Science Foundation of Guangdong Province of China(No.2022A1515011200) (51878657)

Science and Technology Planning Project of Guangdong Province of China(No.STKJ2021129) (No.STKJ2021129)

National Natural Science Foundation of China(No.51878657) (No.51878657)

土木与环境工程学报(中英文)

OA北大核心CSTPCD

2096-6717

访问量0
|
下载量0
段落导航相关论文