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Fibre-Microbial Curing Tests and Slope Stability Analysis

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成果类型:
期刊论文
作者:
Jiang, Weijian;Yi, Wen;Zhou, Lei
通讯作者:
Yi, W
作者机构:
[Yi, Wen; Zhou, Lei; Jiang, Weijian] Cent South Univ Forestry & Technol, Sch Civil Engn, Changsha 410004, Peoples R China.
通讯机构:
[Yi, W ] C
Cent South Univ Forestry & Technol, Sch Civil Engn, Changsha 410004, Peoples R China.
语种:
英文
关键词:
basalt fibres;microbial-induced calcite precipitation;slope stability
期刊:
Applied Sciences-Basel
ISSN:
2076-3417
年:
2023
卷:
13
期:
12
页码:
7051-
基金类别:
Conceptualization, W.J. and W.Y.; methodology, W.J.; software, W.J.; validation, W.J., W.Y. and L.Z.; formal analysis, W.J.; investigation, W.J.; resources, W.Y.; data curation, L.Z.; writing—original draft preparation, W.J.; writing—review and editing, W.J.; visualization, W.J.; supervision, W.J.; project administration, W.J.; funding acquisition, W.Y. All authors have read and agreed to the published version of the manuscript. This research was funded by Hunan Provincial Transportation Science and Technology Project. The project names are “Research on Key technologies of Road slope Ecological landscape restoration in ecologically fragile Areas” and “Research on microbial improvement of ecological protection technology for strongly weathered coal gangue slopes”, grant numbers are 201803 and 202212 respectively.
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
In response to the deformation resistance deficiency and poor toughness characteristics of soil after microbial curing, a combination of fibre reinforcement technology and microbial curing technology was used to conduct microbial curing tests using basalt fibres and denitrifying bacteria. In this paper, the effects of fibre on the strength and toughness of soil consolidation were analysed by unconfined compressive strength test and direct shear test, and the stability of reinforced slope was analysed by numerical simulation. The results show the following. (1) Basalt fibre can effectively impr...

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