白桦根系力学特性的定量研究
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中国教育部博士基金“林木根系拉伸特性的试验研究”(20090014110002);国家自然科学基金项目“林木根系基本力学性能研究”(30872067);国家自然科学基金青年基金项目“林木根系与土壤摩擦锚固性能研究”(30901162)


Mechanical Characteristics of Betula Platyphylla Root System
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    摘要:

    选取华北地区白桦(Betula platyphylla)为研究对象,以白桦单根拉伸的试验结果作为基础数据,应用方差分析的方法对白桦根系的力学特性进行了定量分析。依据试验设计的准则,选取拉伸速率、根长(标距)和直径这3个指标作为影响白桦根系力学特性的影响因素,以最大抗拉力、抗拉强度、弹性模量及极限延伸率这4个指标作为反映白桦根系力学特性的响应指标。结果表明,根径对白桦的最大抗拉力、抗拉强度和极限延伸率存在显著影响;根长(标距)、拉伸速率均对弹性模量和极限延伸率存在显著影响。对选取的4个反映白桦根系力学特性指标而言,拉伸速率与根长(标距)之间均不存在交互效应。对抗拉强度及最大抗拉力而言,拉伸速率与根径、根长(标距)与根径的交互效应均存在且有显著差异表达。对弹性模量、极限延伸率而言,根长(标距)与根径的交互效应的影响不显著,而拉伸速率与根径的交互作用有显著影响。

    Abstract:

    The arbor root of Betula platy phylla was investigated in North China and the mechanical characteristics of arbor root system were quantitatively researched based on analysis of variance by using the result of root tensile test as basic data.According to the experiment al design criteria,three indexes,including rate,root length and diameter,were selected as influence factors ref lecting birch root mechanical characteristics.Four indexes,including root tensile resistance,root tensile strengt h,elastic modulus and limit extensile rate,were selected as responding factors.The results showed t hat root diameter had significant effects on root tensile resistance,root tensile strength and limit extensile rate,both root length and t ensile rate had significant effect s on elastic modulus and limit ext ensile rate.As the four responsive indexes were concerned,there w as no interact ion between rate of extensile and root length.As for tensile strength and tensile resistance,the interaction between rate of extensile and root diameter,as well as root length and root diameter both existed and had significant expressions at different levels.As elastic modulus and limit ext ensile rat e were concerned,the interaction between root length and root diameter was not significant,while the interact ion between rate of ext ensile and root diameter was significant.

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王萍花,陈丽华,冀晓东,周朔,吕春娟,蒋坤云.白桦根系力学特性的定量研究[J].水土保持通报,2011,(4):156-158

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  • 收稿日期:2010-12-09
  • 最后修改日期:2011-02-26
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  • 在线发布日期: 2014-11-26
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