[1]SONG Wei-feng,CHEN Li-hua,LIU Xiu-ping.Discussion of Several Key Problems on Finite Element Numerical Analysis of Root-Soil Interaction[J].Research of Soil and Water Conservation,2009,16(04):6-13.
Copy

Discussion of Several Key Problems on Finite Element Numerical Analysis of Root-Soil Interaction

References:
[1] Lee I WY.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 sIopes[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.
[4] Gray D H,Megahan W F.Forest vegetation removal and slope stability in the Idaho Batholith[M].Forest Service,U S DePt.of Agriculture,Research Paper INT-271,1980,23.
[5] Gray D H,Sotir B R.Biotechnical and Soil Bioengineering Slope Stabilization:a practical guide for erosion control[M].Toronto:John Wiley & Sons,1996.
[6] Waldron L J.The shear resistance of root-permeated homogenous and stratified soil[J].Soil Science Society of America Joumal,1977,41:843-849.
[7] 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.
[8] 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.
[9] Waldron L J.The shear resistance of root-permeated homogenous and stratified soil[J].Soil Science Society of America Joumal,1977,41:843-849.
[10] Wu T H,Beal P E,Lan C.In-situ shear test of soil-root systems[J].Joumal of Geotechnical Engineering,1988,114:1376-1394.
[11] 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.
[12] 封金财,王建华.乔木根系固坡作用机理的研究进展[J].铁道建筑,2004(3):29-31.
[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] 解明曙.乔灌木根系固坡力学强度的有效范围与最佳组构方式[J].水土保持学报,1990,4(1):17-23.
[15] 杨亚川,莫永京,王芝芳,等.土壤-草本植被根系复合体抗水蚀强度与抗剪切强度的试验研究[J].中国农业大学学报,1996,1(2):31-38.
[16] 朱珊,绍军义.根系黄土抗剪强度的特性[J].青岛建筑工程学院学报,1997,18(1):5-9.
[17] 王可钧,李焯芬.植物固坡的力学简析[J].岩石力学与工程学报,1998,17(6):687-691.
[18] 郝彤琦,谢小妍,洪添胜.滩涂土壤与植物根系复合体抗剪强度的试验研究[J].南京农业大学学报,2000,21(4):78-80.
[19] 张云伟,刘跃明,周跃.云南松侧根摩擦型根土粘合键的破坏机制及模型[J].山地学报,2002,20(5):628-631.
[20] 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.
[21] 周跃,徐强.乔木侧根对土体的斜向牵引效应研究(I):原理和数学模型[J].山地学报,1999,17(1):4-9.
[22] 周跃,徐强.乔木侧根对土体的斜向牵引效应研究(Ⅱ):野外直测[J].山地学报,1999,17(1):10-15.
[23] 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.
[24] 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.
[25] 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.
[26] 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.
[27] 宋维峰,陈丽华,刘秀萍.林木根系固土机理数值分析[J].北京林业大学学报,2006,28(S):80-84.
[28] 刘秀萍,陈丽华,宋维峰.林木根系与黄土复合体的抗剪强度试验研究[J].北京林业大学学报,2006,28(5):67-72.
[29] 王勖成.有限单元法[M].北京:清华大学出版社,2003.
[30] 钱家欢,殷宗泽.土工原理与计算[M].北京:中国水利水电出版社,1996.
[31] 吴景海,陈环,王玲娟,等.土工合成材料与土界面作用特性的研究[J].岩土工程学报,2001,23(1):89-93.
[32] 刘霖,李桂英,李驰.土工格枷与风积砂土界面作用特性的试验研究[J].内蒙古公路与运输,2003(1):4-6.
[33] 林荣,凌建明,刘宝琛.土工格栅与膨胀土界面摩擦阻力系数试验研究[J].同济大学学报,2004,32(2):172-176.
[34] 宋维峰,陈丽华,刘秀萍.树木根系与土的接触面作用特性试验研究[J].中国水土保持科学,2006,4(2):62-65.
[35] 土工试验方法标准(GB/T50123-1999)[S].北京:中国计划出版社,1999.
[36] 吕擎峰.土坡稳定分析方法研究[D].南京:河海大学,2005.
[37] 赵尚毅,郑颖人,时卫民,等.用有限元强度折减法求边坡稳定安全系数[J].岩土工程学报,2002,24(3):343-346.
Similar References:

Memo

-

Last Update: 1900-01-01

Online:3136       Total Traffic Statistics:27502932

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