[1]LUO Chun-yan,WU Chu,LU Guang-xin,et al.Tensile Resistance Characteristics of Root-Soil Composite System and Influence Factor Analysis in Sanjiangyuan Regions of Qinghai-Tibet Plateau[J].Research of Soil and Water Conservation,2014,21(05):260-266,271.
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Tensile Resistance Characteristics of Root-Soil Composite System and Influence Factor Analysis in Sanjiangyuan Regions of Qinghai-Tibet Plateau

References:
[1] 郑湘如.植物学[M].北京:中国农业出版社,2006.
[2] 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(2):3641-3647.
[3] Abe K, Iwamoto M. An evaluation of tree-root effect on slope stability by tree-root strength[J]. J. Jpn. Forestry Sci.,1986,69:505-510.
[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] Cammeraat E, van Beek R, Kooijman A. Vegetation succession and its consequences for slope stability in SE Spain[J]. Plant and Soil,2005,278(1/2):135-147.
[6] Gyssels G, Poesen J, Bochet E, et al. Impact of plant roots on the resistance of soils to erosion by water:A review[J]. Progress in Physical Geography,2005,29(2):189-217.
[7] Stokes A, Lucas A, Jouneau L. Plant biomechanical strategies in response to frequent disturbance:uprooting of Phyllostachys nidularia (Poaceae) growing on landslide-prone slopes in Sichuan, China[J]. American Journal of Botany,2007,94(7):1129-1136.
[8] Mickovski S B, van Beek L P H, Salin F. Uprooting resistance of vetiver grass (Vetiveria zizanioides)[M]//eco-and Ground Bio-Engineering:The Use of Vegetation to Improve Slope Stability. Springer Netherlands,2007:53-60.
[9] Operstein V, Frydman S. The influence of vegetation on soil strength[J]. Proceedings of the ICE-Ground Improvement,2000,4(2):81-89.
[10] Ekanayake J C, Phillips C J. A method for stability analysis of vegetated hillslopes:an energy approach[J]. Canadian Geotechnical Journal,1999,36(6):1172-1184.
[11] Nilaweera N S, Nutalaya P. Role of tree roots in slope stabilisation[J]. Bulletin of engineering Geology and the Environment,1999,57(4):337-342.
[12] 胡夏嵩,李国荣,朱海丽,等.寒旱环境灌木植物根-土相互作用及其护坡力学效应[J].岩石力学与工程学报,2009,28(3):613-620.
[13] 尚占环,龙瑞军.青藏高原"黑土型"退化草地成因与恢复问题的研究评述[J].生态学杂志,2005,24(6):652-656.
[14] 周华坤,周立,赵新全,等.江河源区"黑土滩"型草场的形成过程与综合治理[J].生态学杂志,2003,22(5):51-55.
[15] 马玉寿,朗百宁,李青云,等.江河源区高寒草甸退化草地恢复与重建技术研究[J].草业科学,2002,19(9):1-5.
[16] 曹波,曹志东,王黎明,等.植物根系固土作用研究进展[J].水土保持应用技术,2009,1:26-28.
[17] Gray D H, Alrefeai T. Behavior of fabric vs. fiber-reinforced sand[J]. Journal of the Geotechnical Engineering,ASCE,1986,112(8):804-820.
[18] 赵丽兵,张宝贵,苏志珠.草本植物根系增强土壤抗剪切强度的量化研究[J].中国生态农业学报,2008,16(3):718-722.
[19] 邓卫东,周群华,严秋荣.植物根系固坡作用的试验与计算[J].中国公路学报,2007,20(5):7-12.
[20] 陈昌富,刘怀星,李亚平.草根加筋土的室内三轴试验研究[J].岩土力学,2007,28(10):2041-2045.
[21] 程洪,颜传盛,李建庆,等.草本植物根系网的固土机制模式与力学试验研究[J].水土保持研究,2006,13(1):62-65.
[22] 刘国彬,蒋定生,朱显漠.黄土区草地根系生物力学研究[J].土壤侵烛与水土保持学报,1996,2(3):21-28.
[23] 朱显漠.黄土高原地区植被因素对于水土流失的影响[J].土壤学报,1960,8(2):110-120.
[24] 查轩,唐克丽.植被对土壤特性及土壤侵蚀的影响研究[J].水土保持学报,1992,6(2):52-58.
[25] 李勇,朱显漠.黄土高原土壤抗冲性机理的初步研究[J].科学通报,1990(5):390-393.
[26] 吴彦.植物根系提高土壤水稳性团粒含量的研究[J].土壤侵蚀与水土保持学报,1997,3(1):45-49.
[27] Gray D H. Reinforcement and Stabilization of Soil by Vegetation[J]. J. Geotech. Engrg.,1974,100(6):695-699.
[28] 李勇.黄土高原植物根系提高土壤抗冲性的有效性[J].科学通报,1991(12):935-938.
[29] 李勇,徐晓琴.黄土高原植物根系提高土壤抗冲性机制初步研究[J].中国科学B辑,1992(3):254-259.
[30] Burroughs E R, Thomas B R. Declining root strength in Douglas-fir after felling as a factor in slope stability[J]. USDA Forest Service Department of Agriculture, Research Paper,1977:181-190.
[31] 方便,罗海波,魏华炜.三叶草根-土复合体抗剪切强度试验研究[J].贵州大学学报:自然科学版,2012,29(2):29-32.
[32] 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.
[33] 石浥尘,杨军,李秀明,等. 林地根系对土壤抗冲性影响[J].中国水运,2011,11(11):165-166.
[34] 钟亮根.紫穗槐在赣南红层路基边坡防护应用的试验研究[D].南昌:华东交通大学,2008.
[35] Fogel R. Root turnover and productivity of coniferous forests[M]//Tree Root Systems and Their Mycorrhizas. Springer Netherlands, 1983:75-85.
[36] Bischetti G B, Chiaradia E A, Simonato T, et al. Root strength and root area ratio of forest species in Lombardy (Northern Italy)[J]. Plant and Soil,2005,278(1/2):11-22.
[37] Tosi M. Root tensile strength relationships and their slope stability implications of three shrub species in the Northern Apennines (Italy)[J]. Geomorphology,2007,87(4):268-283.
[38] 杨维西,赵廷宁,李生智,等.人工刺槐林和油松林的根系固土作用初探[J].水土保持学报,1988,2(4):38-43.
[39] 孙立达,朱金兆.水土保持林体系综合效益研究与评价[M].北京:中国科学技术出版社,1995.
[40] 朱海丽,胡夏嵩,毛小青,等.青藏高原黄土区护坡灌木植物根系力学特性研究[J].岩石力学与工程学报,2008,27(Z2):3445-3452.
[41] 李绍才,孙海龙,杨志荣,等.护坡植物根系与岩体相互作用的力学特性[J].岩石力学与工程学报,2006,25(10):2051-2057.
[42] 张东升.长江上游暗针叶林林木根系抗拉力学特性研究[D].北京:北京林业大学,2002.
[43] 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.
[44] Gray D H. Role of woody vegetation in reinforcing soils and stabilizing slopes[C]//Proc. Symp. Soil Reinforcing and Stabilising Techniques, Sydney, Australia,1978:253-306.
[45] Ekanayake J C, Marden M, Watson A J, et al. Tree roots and slope stability:a comparison between Pinus radiata and kanuka[J]. New Zealand Journal of Forestry Science,1997,27(2):216-233.
[46] Wu T H, Watson A J, El-Khouly M A, et al. Soil-root interaction and slope stability[C]//First Asia-Pacific Conference on Ground and Water Bioengineering for Erosion Control and Slope Stabilization, Manila, Philippines, April 1999. Science Publishers, Inc.,2004:183-192.
[47] Waldron L J, Dakessian S. Soil reinforcement by roots:calculation of increased soil shear resistance from root properties[J]. Soil Science,1981,132(6):427-435.
[48] Watson A, Phillips C, Marden M. Root strength, growth, and rates of decay:root reinforcement changes of two tree species and their contribution to slope stability[J]. Plant and Soil,1999,217(1/2):39-47.
[49] 王义琴,张慧娟,白克勇,等.分形几何在植物根系研究中的应用[J].自然杂志,1999,21(3):143-146.
[50] 廖成章,余翔华.分形理论在植物根系结构研究中的应用[J].江西农业大学学报,2001,23(2):192-196.
[51] Gray D H, Ohashi H. Mechanics of fiber reinforcement in sand[J]. J. Geotech. Eng.,1983,109(3):335-353.
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