摘要
植被在改善生态环境、减少水土流失、涵养水源、固土护坡等方面具有其他工程措施所不能替代的作用。现有研究表明,植物根系对土壤的力学作用,能够稳定土层结构、提高土壤的抗剪强度,
Bamboo plays an important role as a kind of vegetation with contribution to soil and water conservation,Mechanics property of roots play a crucial role in mechanics of soil-reinforcement. In order to find the tension properties of the bamboo roots underground, the tensile experiment for the roots of three kinds of monopodial bamboo, Phyllostachys edulis, Pleioblastus amarus and Phyllostachys sulphurea, was implemented in the field. The experiment employed our own portable experimental equipment for testing tensile characteristics of root. Tensile force and strain rate of roots with different diameters was tested for these three kinds of bamboo. Then, their tensile strength and elastic modulus were obtained through calculation. The experimental results show that the tensile force of monopodial bamboo root increases regularly by the power function regulaas the increase of the root diameter, and the tensile strength of root reduces along with the increase of root diameter by the power function. The average anti-tension of these three bamboo roots is Phyllostachys edulis(71.96 N), Pleioblastus amarus(62.05 N)and Phyllostachys sulphurea(63.13 N), and their average tensile strength is Phyllostachys edulis(16.46 MPa),Pleioblastus amarus(26.07 MPa)and Phyllostachys sulphurea(19.35 MPa), The ultimate strain has limitation from 13% to 24%. The average elastic modulus is Phyllostachys edulis(67.1 MPa),Pleioblastus amarus(182.03 MPa)and Phyllostachys sulphurea(168.01 MPa). Compared to the three kinds of bamboo, Pleioblastus amarus root has the best comprehensive tensile properties. Next are Phyllostachys sulphurea,and Phyllostachys edulis root respectively. Compared with the common afforestation tree Pinus tabulaeformis, Betula platyphylla,Larix gmelinii, monopodial bamboo roots have better tensile mechanical properties.
出处
《林业科学》
EI
CAS
CSCD
北大核心
2013年第7期183-187,共5页
Scientia Silvae Sinicae
基金
国家自然科学基金项目(31060118)
云南省应用基础研究项目(2009ZC041M)
昆明理工大学人才培养项目(2010-07)
关键词
散生竹
抗拉力
抗拉强度
应变
弹性模量
monopodial bamboo
tensile force
tensile strength
strain
elastic modulus