[1]SONG Wei-feng,CHEN Li-hua,LIU Xiu-ping.Experiment on Forest Roots Reinforcement Mechanism[J].Research of Soil and Water Conservation,2008,15(02):99-102,106.
Copy

Experiment on Forest Roots Reinforcement Mechanism

References:
[1] Lee I W Y.A review of vegetative slope stabilization[J].Hong Kong Engineer,1985,13:9-21.
[2] Gray D H.Effects of forest clear-cutting on the stability of natural slopes[J].Bulletin of the Association of Engineering Geologists,1970,7:45-66.
[3] Gray D H,Leiser A T.Biotechacal slope protection and erosion control[M].New York:Van Nostrand Reinhold Co.,1982:271.
[4] Gray D H,Megahan W F.Forest vegetation removal and slope stability in the Idaho Batholith[J].Forest Service,1981:23.
[5] Gray D H,sotir B R.Biotechnical and soil bioengineering slope stabilization:a practical guide for erosion control[M].John Wiley &Sons,Toronto,1996.
[6] Bishop D M,Stevens M E.Landslides on logged areas in southeast Alaska[J].Northern Forest Experiment Station,1964:18.
[7] Waldron L J.The shear resistance of root-permeated homogenous and stratified soil[J].Soil Science Society of America Journal,1977,41:843-849.
[8] Waldron L J,Dakessian S.Soil reinforcement by roots:calculation of increased soil shear resistance from root propenies[J].Soil Science,1981,132:427-435.
[9] Waldron L J,Dakessian S.Effect of grass,legume,and tree roots and soil shearing resistance[J].Soil Science Society of America Journal,1982,46:894-899.
[10] Waldron L J.The shear resistance of root-permeated homogenous and stratified soil[J].Soil Science Society of America Journal,1977,41:843-849.
[11] Wu T H,Beal P E,Lan C.In-situ shear test of soilroot systems[J].Journal of Geotechnical Engineering,1988,114:1376-1394.
[12] Wu T H,McKinnell Ⅲ w P,Swanston D N.Strength of tree roots and landslides on prince of wales Island,Alaska[J].Canadian Geotechnical Journal,1979,16:19-33.
[13] 解明曙.林木根系固坡力学机制研究[J].水土保持学报,1990.4(3):7-14.
[14] 周跃,张军,林锦屏,等.西南地区松属侧根的强度特征对其防护林固土护坡作用的影响.[J].生态学杂志,2002,21(6):1-4.
[15] 周跃,陈晓平,李玉辉,等.云南松侧根对浅层土体的水平牵引效应的初步研究[J].植物生态学报,1999,23(5):458-465.
[16] 周跃,李宏伟,徐强.云南松幼树垂直根的土壤增强作用[J].水土保持学报.2000,14(5):110-113.
[17] 朱清科,陈丽华,张东升,等.贡嘎山森林生态系统根系固土力学机制研究[J].北京林业大学学报,2002,24(4):64-67.
[18] 封金财,王建华.植物根的存在对边坡稳定性的作用[J].华东交通大学学报,2003,20(5):42-45.
[19] 杨维西,赵廷宁,李生智,等.人工刺槐林采伐后根系固土作用的衰退状况[J].水土保持学报,1990,4(1):6-10.
[20] 欧阳仲春.现代土工加筋技术[M].北京:人民交通出版社,1991.
[21] 杨果林,王永和.加筋土筋材拉拔试验研究[J].煤炭学报,2000,25(1):51-54.
[22] 吴景海,王德群,陈环.土工合成材料加筋砂土三轴试验研究[J].岩土工程学报,2000,22(2):199-204.
[23] 白晓红,黄仙枝,张苇.加筋土技术在土木工程中的应用[J].太原理工大学学报,2003,34(5):532-534.
[24] 土工试验方法标准(GB/T50123-1999)[S].北京:中国计划出版社,1999.
[25] 朱思哲,刘虔,包承纲,等.三轴试验原理与应用技术[M].北京:中国电力出版社,2003:6-86.
Similar References:

Memo

-

Last Update: 1900-01-01

Online:12342       Total Traffic Statistics:27405783

Website Copyright: Research of Soil and Water Conservation Shaanxi ICP No.11014090-10
Tel: 029-87012705 Address: Editorial Department of Research of Soil and Water Conservation, No. 26, Xinong Road, Yangling, Shaanxi Postcode: 712100