首页 | 本学科首页   官方微博 | 高级检索  
     

根土复合体材料的抗剪强度特性研究进展
引用本文:陈飞,施康,钱乾,罗特. 根土复合体材料的抗剪强度特性研究进展[J]. 有色金属科学与工程, 2021, 12(6): 96-104. DOI: 10.13264/j.cnki.ysjskx.2021.06.013
作者姓名:陈飞  施康  钱乾  罗特
作者单位:a.江西理工大学资源与环境工程学院,江西 赣州 341000
基金项目:国家自然科学基金资助项目42067042国家重点研发专项资助项目2019YFC1805101赣州市科技成果转移转化资助项目2020H11
摘    要:在我国经济快速发展的进程中,自然地质作用与人类工程活动产生了大量的边坡,对人民生命财产造成了极大的威胁。为了有效地解决这类灾害,国内外学者开展了大量植物护坡技术的研究。植物护坡技术是利用植物根系与土体之间的紧密缠绕,起到提高边坡土体的抗剪强度,增强边坡浅层土体稳定性的作用。论文着重从植物根系的分布、根径大小、根数和土壤含水率、干密度等方面总结草本植物与木本植物根土复合体抗剪强度的变化,分析了植物原状土与重塑土的抗剪强度特性之间的差异性,并简要论述植物加筋理论力学模型的研究现状,最后对根土复合体抗剪强度研究的发展前景提出了几点展望。 

关 键 词:植物护坡   根土复合体   加筋作用   抗剪强度
收稿时间:2021-03-21

Research progress on shear strength characteristics of root soil composite materials
CHEN Fei,SHI Kang,QIAN Qian,LUO Te. Research progress on shear strength characteristics of root soil composite materials[J]. Nonferrous Metals Science and Engineering, 2021, 12(6): 96-104. DOI: 10.13264/j.cnki.ysjskx.2021.06.013
Authors:CHEN Fei  SHI Kang  QIAN Qian  LUO Te
Affiliation:a.School of Resources and Environmental Engineering, Jiangxi University of Science and Technology, Ganzhou 341000, Jiangxi, Chinab.Jiangxi Key Laboratory of Mining Engineering, Jiangxi University of Science and Technology, Ganzhou 341000, Jiangxi, China
Abstract:In the process of rapid economic development in China, natural geological processes and human engineering activities produce a large number of slopes, which pose a great threat to people's lives and property. In order to solve this kind of disaster effectively, scholars at home and abroad have carried out a large number of researches on plant slope protection technology. Plant slope protection technology uses the close entanglement between plant roots and soil to improve the shear strength of slope soil and enhance the stability of shallow slope soil. This paper mainly summarizes the changes of shear strength of herbaceous plant and woody plant root soil composite from the aspects of root distribution, root diameter, root number, soil moisture content, dry density. In addition, it analyzes the differences between the shear strength characteristics of undisturbed soil and remolded soil, and briefly discusses the research status of theoretical mechanical model of plant reinforcement. Finally, some prospects for the research on shear strength of root-soil composites are put forward. 
Keywords:
本文献已被 万方数据 等数据库收录!
点击此处可从《有色金属科学与工程》浏览原始摘要信息
点击此处可从《有色金属科学与工程》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号