[1] Gary D H, Andrew T L. Biotechnical slope protection and erosion control[M]. New York: Van Nostrand Reinhold Company, 1982, 37~54.[2] 周德培, 张俊云. 植被护坡工程技术[M]. 北京:人民交通出版社, 2003. Zhou Depei, Zhang Junyun. The engineering technique for slope protection by vegetation[M]. Beijing: China Communication Press, 2003.[3] 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. Wang Kejun, Li Zhuofen. Brief mechanics analysis on bioengineering techniques for slope protection[J]. Chinese Journal of Rock Mechanics and Engineering, 1998, 17 (6): 687~691.[4] Simon A,Collison A J C. Quantifying the mechanical and hydrologic effects of riparian vegetation on stream-bank stability[J]. Earth Surface Processes and Landforms, 2002, 27 (5): 527~546.[5] Rajesh R B,Shrivastva K. Biological stabilization of mine dumps: shear strength and numerical simulation approach with special reference to Sisam tree[J]. Environment Earth Sciences, 2011, 63 (1): 177~188.[6] Waldron L J. The shear resistance of root permeated homogeneous sands tratified[J]. Soil Science Society of America Journal, 1977, 41 (5): 843~849.[7] Wu T H,Mckinnell 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.[8] Zhang C B,Chen L H, Liu Y P, et al. Triaxial compression test of soil-root composites to evaluate influence of roots on soil shear strength[J]. Ecological Engineering, 2010, 36 (1): 19~26.[9] Hu X S, Brierley Gary, Zhu H L, et al. An exploratory analysis of vegetation strategies to reduce shallow landslide activity on loess hillslopes, northeast Qinghai-Tibet Plateau, China[J]. Journal of Mountain Science, 2013, 10 (4): 668~686.[10] Frydman S,Operstein V. Numerical simulation of direct shear of root-reinforced soil[J]. Ground improvement, 2001, 5 (1): 41~48.[11] 言志信, 宋云,江平,等. 植被护坡中植物根和岩土相互作用的力学分析[J]. 应用数学和力学, 2010, 31 (5): 585~590. Yan Zhixin, Song Yun, Jiang Ping, et al. Mechanical analysis of interaction between plant roots and soil mass in slope vegetation[J]. Applied Mathematics and Mechanics, 2010, 31 (5): 585~590.[12] Dupuy L X, Fourcaud T, Lac P, et al. A generic 3D finite element model of tree anchorage integrated soil mechanics and real root system architecture[J]. American Journal of Botany, 2007, 94 (9): 1506~1514.[13] Dupuy T F,Stokes A. A numerical investigation into factors affecting the anchorage of roots in tension[J]. European Journal of Soil Science, 2005, 56 (3): 319~327.[14] Reubens B,Poesen J,Danjon F,et al. The role of fine coarse roots in shallow slope stability and soil erosion control with a focus on root system architecture: review[J]. Tress, 2007, 21: 385~402.[15] Lionel D,Thierry F,Stokes A,et al. A numerical investigation into the influence of soil type and root architecture on tree anchorage[J]. Plant and Soil, 2005, 278: 119~134.[16] Lamm F R,Manges H L.Partitioning of the sprinkler irrigation water by a corn canopy[J]. Transactions of the ASAE., 2000, 43 (4): 909~918.[17] 周跃,David W. 高山峡谷区云南松林土体侵蚀控制的水文效应[J]. 土壤侵蚀与水土保持学报, 1998, 4 (3): 31~38. Zhou Yue, David Watts. Hydrological effect of Pinus Yunnanensis forest on soil erosion control in the Alpine Gorge region[J]. Journal of Soil Erosion and Soil and Water Conservation, 1998, 4 (3): 31~38.[18] 时忠杰, 张宁南,何常清,等. 桉树人工林冠层、凋落物及土壤水文生态效应[J]. 生态学报, 2010, 30 (7): 1932~1939. Shi Zhongjie, Zhang Ningnan, He Changqing, et al. Eco-hydrological effect of the canopy, litter and soil of a eucalyptus plantation in South China[J]. Acta Ecologica Sinica, 2010, 30 (7): 1932~1939.[19] 余新晓. 森林植被减弱降雨侵蚀能量的数理分析[J]. 水土保持学报, 1988, 2 (2): 24~30. Yu Xinxiao. Mathematical analysis on forest vegetation abating the erosive energy of rainfall[J]. Journal of Soil and Water Conservation, 1988, 2 (2): 24~30.[20] Sreenivas L,Johnston J R,Hill H O. Some relationship of vegetation and soil detachment in the erosion process[C]. Soil Science Society Proceedings, 1947, 12: 471~474.[21] Morgan R P C. Effect of corn and soybean canopy on soil detachment by rainfall[J]. Transactions of the ASAE, 1985, 28 (4): 1135~1140.[22] Bosch J M,Hewlett J D. A review of catchment experiments to determine the effect of vegetation changes on water yield and evapotranspiration[J]. Journal of Hydrology, 1982, 55 (1—4): 3~23.[23] Quinn N W,Laflen J M. Characteristics of raindrop throughfall under corn canopy[J]. Transactions of the ASAE, 1983, 26 (5): 1445~1450.[24] Morgan R P C.Splash detachment under plant covers: Results and implications of a field study[J]. Transactions of the ASAE, 1982, 25 (4): 987~991.[25] 拜得珍, 纪中华,沙毓沧,等.“罗望子+木豆”乔灌复合模式林水土保持功能的叠加效应初探[J]. 西南农业学报, 2006, 19 (4): 611~615. Bai Dezhen, Ji Zhonghua, Sha Yucang, et al. Accumulation effects on function of the high-brush forest compound model of the“Tamarindus+Cajanus cajan”[J]. Southwest China Journal of Agricultural Sciences, 2006, 19 (4): 611~615.[26] 周国逸. 几种常用造林树种冠层对降水动能分配及其生态效益分析[J]. 植物生态学报, 1997, 21 (3): 250~259. Zhou Guoyi. Distribtuion of rainfall kinetic energy canopies of artificial forest tree species and its ecological effect[J]. Acta Phytoecologica Sinica, 1997, 21 (3): 250~259.[27] 刘昌明, 钟骏襄. 黄土高原森林对年径流影响的初步研究[J]. 地理学报, 1978, 33 (2): 112~127. Liu Changming, Zhong Junxiang. The influence of forest cover upon annual runoff in the loess plateau of China[J]. Acta Geographica Sinica, 1978, 33 (2): 112~127.[28] 杨亚川, 莫永京,王芝芳,等. 土体-草本植物根系复合体抗水蚀强度与抗剪强度的试验研究[J]. 中国农业大学学报, 1996, 1 (2): 31~38. Yang Yachuan, Mo Yongjing, Wang Zhifang, et al. Experimental study on anti-water erosion and shear strength of soil-root composite[J]. Journal of China Agricultural University, 1996, 1 (2): 31~38.[29] Pollen N, Simon A. Estimating the mechanical effects of riparian vegetation on stream bank stability using a fiber bundle model[J]. Water Resource Research, 2005, 41 (7): 25~32.[30] Fredlund D G,Morgenstern N R,Widger R A. The shear strength of unsaturated soils[J]. Canadian Geotechnical Journal, 1978, 15 (3): 313~321.[31] Riestenberg M M,Sovonick-dunford S. The role of woody vegetation in stabilizing slopes in the Cincinnati area, Ohio[J]. Geological Society of America Bulletin, 1983, 94 (4): 506~518.[32] Greenway D R. Geotechnical engineering and geomorphology[J]. Vegetation and slope stability, 1987, 35 (14): 187~230.[33] Abernethy B,Rutherfurd I D. The distribution and strength of riparian tree roots in relation to riverbank reinforcement[J]. Hydrological Processes, 2001, 15 (1): 63~79.[34] Marco J,Van De Wiel, Stephen E D. A new model to analysis the impact of woody riparian vegetation on the geotechnical stability of river banks[J]. Earth Surface Processes and Landforms, 2007, 32 (14): 2185~2198.[35] Pierce F T.Tensile tests for cotton yarns. V. “the weakest link”: Theorems on the strength of long and of composite specimens[J]. Textile Inst., 1926, 17 (7): 355~368.[36] Daniels H E. The statistical theory of the strength of bundles of threads[C]. Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences, 1945, 183 (995): 405~435.[37] Thomas R E,Pollen-Bankhead N. Modeling root-reinforcement with a fiber-bundle model and Monte Carlo simulation[J]. Ecological Engineering, 2010, 36 (1): 47~61.[38] Hidalgo R C,Kun F,Herrmann H J. Bursts in a fiber bundle model with continuous damage[J]. Physical Review E, 2001, 64 (6): 66~122.[39] Btaes S D,Poesen J,Reubens B,et al. Root tensile strength and root distribution of typical Mediterranean plant species and their contribution to soil shear strength[J]. Plant and Soil, 2008, 305 (1—2): 207~226.[40] 王芝芳, 杨亚川,赵作善,等. 土壤-草本植被根系复合体抗水蚀能力的土壤力学模型[J]. 中国农业大学学报, 1996, 1 (2): 39~45. Wang Zhifang, Yang Yachuan, Zhao Zuoshan, et al. Study on soil mechanical mechanism in anti-water erosion ability of soil-root composite[J]. Journal of China Agricultural University, 1996, 1 (2): 39~45.[41] Bergado D T, Chai J C,Abiera H O,et al. Interaction between cohesive-frictional soil and various grid reinforcements[J]. Geotextiles and Geomembranes, 1993, 12 (4): 327~349.[42] Gray D H,Al-Refeai T. Behavior of fabric-versus fiber-reinforced sand[J]. Journal of Geotechnical Engineering, 1986, 112 (8): 804~820.[43] 姜志强, 孙树林,程龙飞. 根系固土作用及植物护坡稳定性分析[J]. 勘察科学技术, 2005, (4): 12~14. Jiang Zhiqiang, Sun Shulin, Cheng Longfei. Analysis of roots in reinforcing soil and stabilizing slope[J]. Site Investigation Science and Technology, 2005, (4): 12~14.[44] Srivastava N. Influence of friction characteristic on the performance of chain CVT drives[J]. Journal of KONES Powertrain and Transport, 2006, 13 (2): 405~419.[45] Niu J T,Liu Z Y,Jin C,et al. Physical and numerical simulation of materials processing[M]. Switzerland: Trans. Tech. Publications Inc., 2008, 1210~1216.[46] Yan Z X,Song Y,Jiang P,et al. Preliminary study on interaction between plant frictional root and rock-soil mass[J]. Science China Technological Sciences, 2010, 53 (7): 1938~1942.[47] 邢会文, 刘静,王林和,等. 柠条、沙柳根与土及土与土界面摩擦特性[J]. 摩擦学学报, 2010, 30 (1): 87~91. Xing Huiwen, Liu Jing, Wang Linhe, et al. Friction characteristics of soil-soil interface and root-soil interface of Caragana intermedia and Salix psammophila[J]. Tribology, 2010, 30 (1): 87~91.[48] 张兴玲, 胡夏嵩,毛小青,等. 青藏高原东北部黄土区护坡灌木柠条锦鸡儿根系拉拔摩擦试验研究[J]. 岩石力学与工程学报, 2011, 30 (增2): 3739~3745. Zhang Xingling, Hu Xiasong, Mao Xiaoqing, et al. Research on pull-out friction test of shrub Caragana korshinskii roots for slope protection in loess area of northeast Qinghai-Tibetan Plateau[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30 (S2): 3739~3745.[49] 宋维峰, 陈丽华,刘秀萍. 根系与土体接触面相互作用特性试验[J]. 中国水土保持科学, 2006, 4 (2): 62~65. Song Weifeng, Chen Lihua, Liu Xiuping. Experiment on characteristic of interface between root system and soil[J]. Science of Soil and Water Conservation, 2006, 4 (2): 62~65.[50] Rees S W,Ali N. Seasonal water uptake near trees: A numerical and experimental study[J]. Geomechanics and Geoengineering, 2006, 1 (2): 129~138.[51] Javaux M,Schrder T,Vanderborght J,et al. Use of a three-dimensional detailed modeling approach for predicting root water uptake[J]. Vadose Zone Journal, 2008, 7 (3): 1079~1088.[52] Lier Q J,Metselaar K,Dam J C. Root water extraction and limiting soil hydraulic conditions estimated by numerical simulation[J]. Vadose Zone Journal, 2006, 5 (4): 1264~1277.[53] 莫菲. 六盘山洪沟小流域森林植被的水文影响与模拟[博士学位论文][D]. 北京:中国林业科学研究院, 2009. Mo Fei. The hydrological effects of forest/vegetation and simulation in the small watershed of Honggou, Liupan Mountains[Doctorate Thesis][D]. Beijing: Chinese Academy of Forestry, 2009.[54] 尹伊, 陈海山. 植被冠层截留对地表水分和能量平衡影响的数值模拟[J]. 气象学科, 2013, 33 (2): 119~129. Yi Yin, Chen Haishan. Numerical experiment of impacts of canopy interception on land surface water and energy balance[J]. Journal of the Meteorological Sciences, 2013, 33 (2): 119~129.[55] 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.[56] 李国荣, 胡夏嵩,毛小青,等. 青藏高原东北部黄土区灌木植物根系护坡效应的数值模拟[J]. 岩石力学与工程学报, 2010, 29 (9): 1877~1884. Li Guorong, Hu Xiasong, Mao Xiaoqing, et al. Numerical simulation of shrub roots for slope protection effects of loess area of northeast Qinghai-Tibetan Plateau[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29 (9): 1877~1884.[57] 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 Benlin, Luo Shoulong, Chen Jun, et al. Finite element analysis of eco-protection slope through roots[J]. Rock and Soil Mechanics, 2011, 32 (6): 1881~1885.[58] 及金楠. 基于根-土相互作用机理的根锚固作用研究[硕士学位论文][D]. 北京:北京林业大学, 2007. Ji Jinnan. Analysis of root-soil mechanical interaction to study tree anchorage and soil reinforcement by roots[Thesis of Master[D]. Beijing: Beijing Forestry University, 2007.[59] 夏振尧, 周正军,黄晓乐,等. 植被护坡根系浅层固土与分形特征关系初步研究[J]. 岩石力学与工程学报, 2011, 30 (增2): 3641~3647. Xia Zhenrao, Zhou Zhengjun, Huang Xiaole, et al. Preliminary study of relationship between shallow soil reinforcement and fractal characteristics of vegetation roots in biotechnical slope protection[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30 (S2): 3641~3647.[60] 江浩浩. 基于灰色关联度和主成分分析的草本植物护坡效果评价[硕士学位论文][D]. 哈尔滨:东北林业大学, 2009. Jiang Haohao. Effect evaluation of slope protection for herbs based on the grey connection and principal component analysis[Thesis of Master][D]. Harbin: Northeast Forestry University, 2009.[61] 张大勇, 王冬,王建军. 基于模糊神经网络的护坡植被优选[J]. 东北林业大学学报, 2011, 39 (7): 116~119. Zhang Dayong, Wang Dong, Wang Jianjun. Selection of optimal slope protection plants based on fuzzy neural network[J]. Journal of Northeast Forestry University, 2011, 39 (7): 116~119.
|