[1] 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(1): 19-33.
[2] Gray D H, Leiser A T. Biotechnical slope protection and erosion control[M]. New York:Van Nostrand Reinhold Company Inc, 1982.
[3] Gray D H, Al-refeai T. Behavior of fabric-versus fiber-reinforced sand[J]. Journal of Geotechnical Engineering, 1986, 112(8): 804-820.
[4] Waldron L J. The shear resistance of root-permeated homogeneous and stratified soil[J]. Soil Science Society of America Journal, 1977, 41(5): 843-849.
[5] Abe K, Ziemer R R. Effect of tree roots on a shear zone: modeling reinforced shear stress[J]. Canadian Journal of Forest Research, 1991, 21(7):1012-1019.
[6] 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):687-692.
Wang K J, Li C F. Brief mechanics analysis on bioengineering techniques for slope protection[J]. Chinese Journal of Rock Mechanics and Engineering,1998,17(6):687-692.
[7] 解明曙.林木根系固坡土力学机制研究[J].水土保持学报,1990,4(3): 7-14, 50.
Xie M S. A study on the soil mechanical role of tree roots in the stability of slopes[J]. Journal of Soil and Water Conservation,1990,4(3): 7-14, 50.
[8] 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): 17-24.
Xie M S. A study on determining the effective limits of the tree and bush roots strength and the best distribution of roots for stable slopes[J]. Journal of Soil and Water Conservation,1990,4(1): 17-24.
[9] 柳素清,崔鹏.泥石流生物治理机理探讨——用测树木根系固结力方法[J].林业资源管理,1987(3):3-6.
Liu S Q. Cui P. Debris flow biological management mechanism—by measuring root consolidation force[J]. Forest Resources Management,1987(3):3-6.
[10] Pollen N. Temporal and spatial variability in root reinforcement of streambanks: accounting for soil shear strength and moisture[J]. Catena, 2007, 69(3): 197-205.
[11] Ziemer R R. The role of vegetation in the stability of forested slopes[C]//Kyoto:Proc First Union of For Res Org., Div I, XVII World Congress, Japan,1981.
[12] 肖本林,罗寿龙,陈军,等.根系生态护坡的有限元分析[J].岩土力学,2011,32(6):1881-1885.
Xiao B L, Luo S L, Chen J, et al. Finite element analysis of eco-protection slope through roots[J].Rock and Soil Mechanics, 2011,32(6):1881-1885.
[13] 周云艳,陈建平,杨倩,等. 植物根系固土护坡效应的原位测定[J].北京林业大学学报,2010,32(6):66-70.
Zhou Y Y, Chen J P, Yang Q, et al. In situ measurement of mechanical effect of plant root systems on soil reinforcement and slope protection[J]. Journal of Beijing Forestry University, 2010,32(6):66-70.
[14] 方炎明.植物学[M].北京:中国林业出版社,2006.
[15] 张倬元,王士天,王兰生.工程地质分析原理[M].北京:地质出版社, 2005.
[16] 肖盛燮, 周辉, 凌天清. 边坡防护工程中植物根系的加固机制与能力分析[J]. 岩石力学与工程学报, 2006, 25(S1):2670-2674.
Xiao S X, Zhou H, Ling T Q. Mechanism and ability analysis of plant root reinforcement in slope protection[J]. Chinese Journal of Rock Mechanics and Engineering,2006, 25(S1):2670-2674.
[17] 张超波.林木根系固土护坡力学基础研究[D]. 北京:北京林业大学,2011.
Zhang C B. Fundamental and mechanical study on soil reinforcement and slope protection by woody plant roots[D]. Beijing: Beijing Forestry University, 2011.
[18] Wu T H. Root reinforcement: analyses and experiments [C]//Stokes A. Eco-and ground bio-engineering: the use of vegetation to improve slope stability. Netherlands:Springer, 2007.
[19] Schmidt K M, Roerring J J, Stock J D, et al. The variability of root cohesion as an influence on shallow landslide susceptibility in the Oregon Coast Range[J]. Canadian Geotechnical Journal, 2001, 38(5): 995-1024.
[20] Fan C C. A displacement-based model for estimating the shear resistance of root-permeated soils[J]. Plant and Soil, 2012, 355(1-2): 103-119.
[21] 熊燕梅,夏汉平, 李志安, 等. 植物根系固坡抗蚀的效应与机理研究进展[J]. 应用生态学报, 2007, 18(4): 895-904.
Xiong Y M, Xia H P, Li Z A, et al. Effects and mechanism of plant roots on slope reinforcement and soil erosion resistance: a research review[J]. Chinese Journal of Applied Ecology, 2007, 18(4): 895-904.
[22] Waldron L J, Dakessian S. Soil reinforcement by roots: Calculations of increased soil shear resistance from root properties[J]. Soil Science, 1981, 132(6): 427-435.
[23] Pollen N. The Effects of Riparian Vegetation on streambank stability:Mechanical and Hydrological interactions [D]. London: King's College, University of London, 2004
[24] 陈丽华,余新晓,宋维峰,等.林木根系固土力学机制[M].北京:科学出版社,2008.
[25] 岳志平.岩土锚固的作用机理研究及应用[D].长沙:中南大学,2004.
Yue Z P. The research and application of anchoring mechanism [D]. Changsha: Central South University,2004.
[26] 宋云.植物固土边坡稳定基本原理研究以及固坡植物的选择设计[D].长沙:中南林学院,2005
Song Y. Mechanism of plant for slope stability and selection design [D]. Changsha: Central South Forestry College,2005.
[27] 周德培,张俊云.植物护坡工程技术[M].北京:人民交通出版社,2003.
[28] Lin D G, Huang B S, Lin S H. 3-D numerical investigations into the shear strength of the soil-root system of Makino bamboo and its effect on slope stability[J]. Ecological Engineering, 2010, 36(8): 992-1006
[29] 雷胜友.现代加筋土理论与技术[M]. 北京:人民交通出版社,2006.
[30] 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].华南农业大学学报,2000,21(4):78-80.
Hao T Q, Xie X Y, Hong T S. Experiment study on the shear strength of soil root composite [J]. Journal of South China Agricultural University, 2000,21(4):78-80.
[31] Mckenzie B M, Mullins C E, Tisdall J M, et al. Root-soil friction: quantification provides evidence for measurable benefits for manipulation of root-tip traits [J]. Plant, Cell & Environment, 2013,36(6): 1085-1092
[32] 王永波,梁冰,孙维吉,等.土壤-植物根系复合体弹性模量的理论研究[J].辽宁工程技术大学学报,2007,26(S2):77-79.
Wang Y B, Liang B, Sun W J, et al. Theoretical study on elastic modulus of soil-plant root complex [J]. Journal of Liaoning Technical University,2007,26(S2): 77-79.
[33] 郭维俊,黄高宝,王芬娥,等.土壤-植物根系复合体本构关系的理论研究[J].中国农业大学学报,2006,11(2):35-38
Guo W J, Huang G B, Wang F E, et al. Study on constitutive relation of soil-root composite [J]. Journal of China Agricultural University, 2006,11(2):35-38.
[34] 谢州,朱红亮,饶志刚,等.根系固土岸坡的滑移变形模拟[J].四川大学学报:工程科学版,2012,44(S1):89-92。
Xie Z, Zhu H L, Rao Z G, et al. Analytical simulation of the deformation of vegetated soil slope [J]. Journal of Sichuan University: Engineering Science Edition, 2012,44(S1):89-92.
[35] Osman N, Barakbah S S. Parameters to predict slope stability—soil water and root profiles [J]. Ecological Engineering, 2006, 28(1): 90-95
[36] 王华,赵志明,何刘.不同植被类型根系固土效应的试验研究[J].铁道建筑,2009(11):61-63.
Wang H, Zhao Z M, He L. Experimental research on soil reinforcement of different plant tree types [J]. Railway Engineering, 2009(11):61-63.
[37] 姜伟, 顾卫, 江源, 等. 草灌植物浅细根系固土的三轴实验研究[J]. 公路交通科技:应用技术版, 2007(3): 40-44。
Jiang W, Gu W, Jiang Y, et al. Triaxial experiment study of grass and shrub shallow fine roots effect on soil [J]. Highway and Transportation Research: Application Technology Edition,2007(3): 40-44.
[38] 江浩浩, 董希斌, 王海飙. 边坡土壤含水率对不同植被土壤抗剪强度的影响[J]. 森林工程,2009,25(3): 77-80.
Jiang H H, Dong X B, Wang H B, Effects of slope soil water content on soil shear strength of different vegetation [J]. Forest Engineering, 2009, 25(3): 77-80.
[39] 惠尚,张云伟,刘晶,等.丛生竹根系抗拉力学特性[J].山地学报,2013,31(1):65-70
Hui S, Zhang Y W, Liu J, et al. Mechanical characteristics of tensile strength of sympodial bamboo roots [J]. Journal of Mountain Science, 2013,31(1):65-70.
[40] 冯国建, 沈凡, 王世通. 护坡植物根系分布特征及抗拉强度研究[J]. 重庆师范大学学报: 自然科学版, 2013, 30(2): 115-118.
Feng G J, Shen F, Wang S T. Study on distribution characteristic and tensile strength of slope eco-engineering plant root [J].Journal of Chongqing Normal University:Natural Science,2013,30(2):115-118.
[41] 陈丽华,及金楠,冀晓东,等.林木根系基本力学性质[M].北京:科学出版社,2012.
[42] Makarova O V, Cofie P, Koolen A J. Axial stress-strain relationships of fine roots of Beech and Larch in loading to failure and in cyclic loading[J]. Soil and Tillage Research, 1998, 45(1): 175-187.
[43] 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.
Yang W X, Zhao T N, Li S Z, et al. Study on the decrease of roots reinforcement of Robinia pseudoacacia L. artificial forest after felling [J]. Journal of Soil and Water Conservation, 1990, 4(1): 6-10.
[44] 杨永红,刘淑珍,王成华,等.浅层滑坡生物治理中的乔木根系抗拉实验研究[J].水土保持研究,2007,14(1): 138-141.
Yang Y H, Liu S Z, Wang C H, et al. A study of tensile strength tests of arborous species root system in forest engineering technique of shallow landslide [J]. Research of Soil and Water Conservation, 2007,14(1): 138-141.
[45] 程洪,谢涛,唐春,等.植物根系力学与固土作用机理研究综述[J].水土保持通报,2006,26(1):97-102.
Cheng H, Xie T, Tang C, et al. Overview of mechanism of plant roots improving soil reinforcement and slope stabilization [J]. Bulletin of Soil and Water Conservation, 2006,26(1):97-102.
[46] 陈丽华,余新晓.林木根系本构关系[J].山地学报,2007,25(2): 224-228.
Chen L H, Yu X X. Study on the constitutive relation of forest root system[J]. Journal of Mountain Science, 2007,25(2):224-228.
[47] 宋维峰.林木根系与均质土间相互物理作用机理研究[D].北京:北京林业大学,2006.
Song W F. Study on physical mechanism of interface between root system and loess soils [D]. Beijing: Beijing Forestry University, 2006.
[48] 嵇晓雷,杨平. 基于根系形态的根系固坡作用数值分析[J].南京林业大学学报:自然科学版, 2013,37(2):113-117.
Ji X L, Yang P. Numerical analysis of effects of roots on the slope reinforcement based on the roots forms[J]. Journal of Nanjing Forestry University:Natural Sciences Edition, 2013,37(2):113-117.
[49] 陶嗣巍,赵东.根土相互作用关系对树干振动特性的影响[J].南京林业大学学报:自然科学版,2013,37(6):77-81.
Tao S W, Zhao D. Effects of root-soil interaction on trunk vibration characteristics[J].Journal of Nanjing Forestry University: Natural Sciences Edition, 2013,37(6):77-81.
[50] Bourrier F, Kneib F, Chareyre B, et al. Discrete modeling of granular soils reinforcement by plant roots[J]. Ecological Engineering, 2013, 61(C): 646-657.
[51] 周成. 植被防护土坡的计算方法[M]. 北京:中国水利水电出版社,2008. |
