植物根系固土力学机理的研究进展

doi:10.3969/j.issn.1000-2006.2014.02.029

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南京林业大学学报（自然科学版） ›› 2014, Vol. 38 ›› Issue (02): 151-156.doi: 10.3969/j.issn.1000-2006.2014.02.029

植物根系固土力学机理的研究进展

陆桂红^1,2,3,杨顺^1,2,3,王钧^1,2,3,欧国强^1,2*

1.中国科学院山地灾害与地表过程重点实验室,四川成都 610041;
2.中国科学院水利部成都山地灾害与环境研究所, 四川成都 610041;
3.中国科学院大学,北京 100049

出版日期:2014-03-10 发布日期:2014-03-10
基金资助:
收稿日期:2013-07-19 修回日期:2014-01-20
基金项目:中国科学院山地灾害与地表过程重点实验室自主支持项目; 水利部公益性行业科研专项(201301058)
第一作者:陆桂红,硕士生。*通信作者:欧国强,研究员。E-mail: ougq@imde.ac.cn。
引文格式:陆桂红,杨顺,王钧,等. 植物根系固土力学机理的研究进展[J]. 南京林业大学学报:自然科学版,2014,38(2):151-156.

The mechanism of plant roots reinforcement on soil

LU Guihong^1,2,3, YANG Shun^1,2,3, WANG Jun^1,2,3, OU Guoqiang^1,2*

1.Key Laboratory of Mountain Hazards and Surface Process, Chinese Academy of Sciences,Chengdu 610041, China;
2.Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China;
3.University of Chinese Academy o

Online:2014-03-10 Published:2014-03-10

摘要/Abstract

摘要： 植物根系在坡面绿化与边坡稳定中发挥了重要的作用。笔者在总结多年来相关根系固土研究成果的基础上,分析了根系固土的概念和固土范围,以及根系固土的抗剪机理、抗拉拔机理、加筋理论等,总结了影响根系固土的关键因素及根系固土的数值模拟等方法。在此基础上,提出了目前国内外根系固土研究中存在的问题及根系固土力学机理研究方面的发展趋势。

中图分类号:

S157.2

陆桂红,杨顺,王钧,等. 植物根系固土力学机理的研究进展[J]. 南京林业大学学报（自然科学版）, 2014, 38(02): 151-156.

LU Guihong, YANG Shun^1,2,3, WANG Jun, OU Guoqiang. The mechanism of plant roots reinforcement on soil[J].Journal of Nanjing Forestry University (Natural Science Edition), 2014, 38(02): 151-156.DOI: 10.3969/j.issn.1000-2006.2014.02.029.

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植物根系固土力学机理的研究进展

The mechanism of plant roots reinforcement on soil

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