首页 | 本学科首页   官方微博 | 高级检索  
     检索      

麦冬和多花木蓝根系抗拉拔特性试验研究
引用本文:夏振尧,管世烽,牛鹏辉,梁永哲,胡文静,许文年.麦冬和多花木蓝根系抗拉拔特性试验研究[J].水土保持通报,2015,35(6):110-113.
作者姓名:夏振尧  管世烽  牛鹏辉  梁永哲  胡文静  许文年
作者单位:三峡大学 土木与建筑学院, 湖北 宜昌 443002;三峡大学 三峡地区地质灾害与生态环境 湖北省协同创新中心, 湖北 宜昌 443002;三峡大学 三峡地区地质灾害与生态环境 湖北省协同创新中心, 湖北 宜昌 443002;广西大藤峡水利枢纽开发有限责任公司, 广西 南宁 530029;三峡大学 土木与建筑学院, 湖北 宜昌 443002;三峡大学 三峡地区地质灾害与生态环境 湖北省协同创新中心, 湖北 宜昌 443002;三峡大学 三峡地区地质灾害与生态环境 湖北省协同创新中心, 湖北 宜昌 443002;三峡大学 土木与建筑学院, 湖北 宜昌 443002;三峡大学 土木与建筑学院, 湖北 宜昌 443002;三峡大学 三峡地区地质灾害与生态环境 湖北省协同创新中心, 湖北 宜昌 443002
基金项目:国家科技支撑计划项目"金沙江梯级水电开发区生态保护与入库泥沙调控关键技术与示范"(2012BAC06B02-04);国家自然科学基金项目(51278281;41202250)
摘    要:目的]揭示麦冬和多花木蓝根系根土界面的抗拉拔力特性,为根土界面摩擦特性的进一步研究提供依据。方法]通过控制5个梯度的土壤含水率,采用直接施加垂直拉拔荷载的单根拉拔试验方法。结果]麦冬和多花木蓝单根的最大抗拉拔力随根径的增加而增大且呈非线性幂函数关系;在相同土壤容重条件下,麦冬和多花木蓝单根的最大抗拉拔力随土壤含水率的增加而呈先增加后减小的趋势。在土壤含水率介于一定范围内时,多花木蓝根的最大抗拉拔力大于麦冬根的最大抗拉拔力,而在其它土壤含水率条件下,麦冬根的最大抗拉拔力大于多花木蓝根的最大抗拉拔力;并发现麦冬根的最大抗拉拔力的最大值在含水率为10.43%附近,而多花木蓝根的最大抗拉拔力的最大值则在含水率为13.00%附近。结论]根径、土壤含水率和植物种类影响根土界面的抗拉拔力。

关 键 词:根土界面  固土作用  拉拔试验  抗拉拔力
收稿时间:2014/5/21 0:00:00
修稿时间:2014/9/30 0:00:00

Experimental Study on Pull-out Resistive Properties of Ophiopogon Japonicus and Indigofera Amblyantha Roots
XIA Zhenyao,GUAN Shifeng,NIU Penghui,LIANG Yongzhe,HU Wenjing and XU Wennian.Experimental Study on Pull-out Resistive Properties of Ophiopogon Japonicus and Indigofera Amblyantha Roots[J].Bulletin of Soil and Water Conservation,2015,35(6):110-113.
Authors:XIA Zhenyao  GUAN Shifeng  NIU Penghui  LIANG Yongzhe  HU Wenjing and XU Wennian
Institution:College of Civil Engineering & Architecture, China Three Gorges University, Yichang, Hubei 443002, China;Collaborative Innovation Center for Geo-hazards and Eco-environment in Three Gorges Area of Hubei Province, China Three Gorges University, Yichang, Hubei 443002, China;Collaborative Innovation Center for Geo-hazards and Eco-environment in Three Gorges Area of Hubei Province, China Three Gorges University, Yichang, Hubei 443002, China;Guangxi Datengxia Gorge Water Conservancy Development Co. Ltd., Nanning, Guangxi 530029, China;College of Civil Engineering & Architecture, China Three Gorges University, Yichang, Hubei 443002, China;Collaborative Innovation Center for Geo-hazards and Eco-environment in Three Gorges Area of Hubei Province, China Three Gorges University, Yichang, Hubei 443002, China;Collaborative Innovation Center for Geo-hazards and Eco-environment in Three Gorges Area of Hubei Province, China Three Gorges University, Yichang, Hubei 443002, China;College of Civil Engineering & Architecture, China Three Gorges University, Yichang, Hubei 443002, China;College of Civil Engineering & Architecture, China Three Gorges University, Yichang, Hubei 443002, China;Collaborative Innovation Center for Geo-hazards and Eco-environment in Three Gorges Area of Hubei Province, China Three Gorges University, Yichang, Hubei 443002, China
Abstract:Objective] The pull-out resistive properties of Ophiopogon japonicus and Indigofera amblyantha root were tested in order to provide guides for further research on the friction characteristics of the root soil interface.Methods] Five levels of soil moisture content were designed to carry out single-root direct pull-out tests with vertical outward load.Results] The maximum pull-out resistive force of the two plant root were both increased by nonlinear power function with root diameter as independent variable. Under the condition of constant soil bulk density, the maximum pull-out resistive force of root experienced an increases firstly and then declined as soil moisture content increased. The maximum pull-out resistive force of Indigofera amblyantha root was greater than that of Ophiopogon japonicus within a certain range of soil moisture content. While the maximum pull-out resistive force of Ophiopogon japonicus root was greater than that of Indigofera amblyantha under other conditions. Results also revealed that the pull-out resistive force of Ophiopogon japonicus root reached the maximum when the soil moisture content was close to 10.43%, while the pull-out resistive force of Indigofera amblyantha root reached the maximum when the soil moisture content was close to 13.00%.Conclusion] Root diameter, soil moisture content and plants species have influences to some extent on the pull-out resistive force of root-soil interface.
Keywords:root-soil interface  soil-reinforcement  pull-out test  pull-out resistive force
本文献已被 CNKI 等数据库收录!
点击此处可从《水土保持通报》浏览原始摘要信息
点击此处可从《水土保持通报》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