| 注册
首页|期刊导航|湖南大学学报(自然科学版)|微生物固化联合根系加固花岗岩残积土水力特性研究

微生物固化联合根系加固花岗岩残积土水力特性研究

张永杰 范海 欧阳健 邓锦 杨彦桢 刘小凡

湖南大学学报(自然科学版)2026,Vol.53Issue(1):139-148,10.
湖南大学学报(自然科学版)2026,Vol.53Issue(1):139-148,10.DOI:10.16339/j.cnki.hdxbzkb.2026013

微生物固化联合根系加固花岗岩残积土水力特性研究

Study on hydraulic properties of granite residual soil reinforced by biocementation combined with root

张永杰 1范海 1欧阳健 1邓锦 1杨彦桢 1刘小凡1

作者信息

  • 1. 长沙理工大学土木与环境工程学院,湖南长沙 410114
  • 折叠

摘要

Abstract

The strong permeability,high porosity,and easy disintegration of granite residual soil cause serious erosion in the surface layer of the slope.Both biocementation and plant roots can be used for shallow slope protection.This study conducted single biocementing,single root,and joint combined reinforcement tests to investigate the effects of root content and the biocementing time on permeability,water retention,disintegration,and shear properties.Then,the hydraulic properties of granite residual soil reinforced by biocementation joint root systems were systematically analyzed.The results showed that single root reinforcement primarily improved the shear characteristics of granite residual soil,but also increased its permeability.Single biocementation significantly improved the permeability,water retention,disintegration,and shear properties of granite residual soil;however,too many cementing times may weaken its shear resistance properties.The incorporation of roots under co-reinforcement increased the permeability of granite residual soil,while substantially improving the disintegration and shear properties,which was more pronounced with higher root incorporation.The disintegration process of the specimens under joint reinforcement was mainly divided into three stages,and the improvement effect of cohesion was much higher than the internal friction angle.The combined reinforcement of biocementation and root exhibits a significant synergistic effect,with biocementation playing a critical role in enhancing the hydraulic properties of granite residual soil,while root systems assist in regulating water movement.

关键词

花岗岩残积土/微生物固化/根系/加固/水力学

Key words

granite residual soil/biocementation/root/reinforcement/hydraulis

分类

建筑与水利

引用本文复制引用

张永杰,范海,欧阳健,邓锦,杨彦桢,刘小凡..微生物固化联合根系加固花岗岩残积土水力特性研究[J].湖南大学学报(自然科学版),2026,53(1):139-148,10.

基金项目

国家自然科学基金资助项目(52178416),National Natural Science Foundation of China(52178416) (52178416)

湖南省自然科学基金资助项目(2022JJ30615),Natural Science Foundation of Hunan Province(2022JJ30615) (2022JJ30615)

湖南省研究生科研创新项目(CX20230840),Postgradu-ate Scientific Research Innovation Project of Hunan Province(CX20230840) (CX20230840)

湖南大学学报(自然科学版)

1674-2974

访问量0
|
下载量0
段落导航相关论文