中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Root-soil interface friction jointly amplified by high root density and shear deflection

文献类型:期刊论文

作者Lv, Ming2,3; Song, Dongri2,3; Ni, Junjun1
刊名CANADIAN GEOTECHNICAL JOURNAL
出版日期2025
卷号62页码:17
关键词large-scale shear test mechanical reinforcement root density root deflection angle root bundle
ISSN号0008-3674
DOI10.1139/cgj-2024-0611
英文摘要

Plant roots significantly enhance the stability of shallow slopes. However, the mechanism of the root-soil interaction at root-bundle scale remains unclear. The objective of this study is to reveal the factors that control root-soil interface frictional stress at root-bundle scale. Through theoretical analysis, it is clarified that spatiotemporal inhomogeneity exists in root-soil interface frictional stress, and it could be amplified by root density and root deflection angle. Large-scale shear tests with 160 and 10 mm shear zones were then conducted to verify this hypothesis, where variations in shear zone thicknesses corresponded to different shear deflections. The number of roots was measured within the sheared zone. Results reveal that the average root- soil interface frictional stress of rooted soils with 10 mm shear zone is 66% higher than that for rooted soils with 160 mm shear zone. During the shear process, the state of roots transitions from stretching to sliding, accompanied by increasing root-soil interface friction. This study confirms that root-soil interface frictional stress is jointly amplified by root density and root deflection angle, providing robust evidence for constructing physics-based mechanical reinforcement models.

WOS关键词SLOPE STABILITY ; REINFORCEMENT ; STRENGTH ; RESISTANCE ; GEOMETRY ; SUCTION
资助项目National Natural Science Foundation of China[41925030] ; Yanting Agro-ecological Experiment Station of Purple Soil of Chinese Academy of Sciences
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:001442159100001
出版者CANADIAN SCIENCE PUBLISHING
资助机构National Natural Science Foundation of China ; Yanting Agro-ecological Experiment Station of Purple Soil of Chinese Academy of Sciences
源URL[http://ir.imde.ac.cn/handle/131551/58792]  
专题成都山地灾害与环境研究所_山地灾害与地表过程重点实验室
通讯作者Song, Dongri
作者单位1.Southeast Univ, Sch Transportat, Nanjing, Peoples R China
2.Univ Chinese Acad Sci, Beijing, Peoples R China
3.Chinese Acad Sci, Inst Mt Hazards & Environm, Chengdu, Peoples R China
推荐引用方式
GB/T 7714
Lv, Ming,Song, Dongri,Ni, Junjun. Root-soil interface friction jointly amplified by high root density and shear deflection[J]. CANADIAN GEOTECHNICAL JOURNAL,2025,62:17.
APA Lv, Ming,Song, Dongri,&Ni, Junjun.(2025).Root-soil interface friction jointly amplified by high root density and shear deflection.CANADIAN GEOTECHNICAL JOURNAL,62,17.
MLA Lv, Ming,et al."Root-soil interface friction jointly amplified by high root density and shear deflection".CANADIAN GEOTECHNICAL JOURNAL 62(2025):17.

入库方式: OAI收割

来源:成都山地灾害与环境研究所

浏览0
下载0
收藏0
其他版本

除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。