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几种草本植物护坡效果评价
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摘要
近年来,我国基础设施建设得到了迅猛地发展。公路、铁路、水利等工程建设经常开挖大量的边坡,使边坡植被遭到严重破坏,易造成水土流失、滑坡、泥石流等生态环境问题,使用传统的工程护坡方式虽然抗冲刷能力强,但是经济性差、景观效果差,而使用植被护坡既能达到护坡目的,又能克服传统护坡方式的缺点。植被护坡是利用植被涵水固土的原理以达到减轻坡面的不稳定性和侵蚀,同时美化生态环境的一门新技术。
     本文以东北林业大学实验林场兴安路公路边坡为试验地,根据东北地区的气候条件、一般公路边坡的土质条件等选取了5种常见的草本植物(紫羊茅、紫花苜蓿、白三叶、小冠花和草地早熟禾)进行种植,观测各种植物的生态适应性、固土能力,然后利用数学方法评价出各种植物的护坡效果。本文主要的工作如下:
     (1)观测这些草本植物的发芽状况、生长速度、覆盖度、抗旱性、抗热性等指标,作为评价其护坡效果的重要指标。
     (2)在尽量不破坏原状土的情况下,用环刀进行现场取样,然后进行大量含根土的直剪试验,测得不同植物含根土体的抗剪强度,从而得到不同植物根-土复合体的粘聚力和内摩擦角,并与不含根土的粘聚力和内摩擦角进行对比,评判这几种草本植物的固土能力。
     (3)现场进行大量的原位抗拔试验,得出不同护坡草本植物的抗拔力,作为评判植物护坡效果的一个重要指标。
     (4)根据各指标试验的结果,运用基于层次分析法的模糊综合评判方法对植被护坡效果进行综合评判,选出最适合于本文条件下的公路护坡植被
     通过试验最终得出紫花苜蓿和小冠花是作为本试验条件下护坡植物的首选,特别是紫花苜蓿;其次可以考虑白三叶;护坡效果最差的就是紫羊茅和草地早熟禾,最主要的原因就是在本试验条件下这两者的生态适应的能力较弱,而在较湿润地区可以考虑用作护坡植物。
In recent years, infrastructure construction gets rapid development in China. Highway, railway, water conservancy and other engineering construction often needs excavating a lot of slopes. The excavation destroys vegetation seriously, then leads to soil erosion, landslide, mud-rock flow and other ecological environment problems. Although anti-washout ability is good for traditional slope projection, the economy and landscape effect are bad. Using vegetation can protect slope, and overcome the shortcoming of traditional slope protection ways. Slope protection with vegetation is a new technology which is using vegetation to preserve water and soil, to reduce slope instability and corrosion, simultaneously beautify ecological environment.
     This article takes Northeast Forestry University tree farm as an experimental field. According to climatic conditions of northeast area, soil conditions of highway slopes and other conditions, this text selects 5 different common herbs (Festuca rubra L., Medicago sativa L., Trrifolium repens L., Coronilla varia L., Poa pratensis L.) to plant, and observes ecology compatibility and preserving soil ability of each kind of plants, then uses mathematical method to appraise slope protection effect of each kind of plant. The main work of this article is :
     (1) Observing germination, growth rate, coverage, drought resistance, thermal resistance and other indexes, then takes these as important indexes for slope protection effect evaluation.
     (2) In the condition that it does not destroy the undisturbed soil as far as possible, using ring sampler to take soil samples which containing plant roots in site, then carries on massive direct shear tests and gets shear strength, at last, gets complex cohesive force and internal friction angle of different root-soil samples. Compare these with soil samples which not containing roots, and then evaluate presving soil ability of different herb.
     (3) Carrying on massive drawing tests in site, obtains the anti-drawing strength of different herb, which is an important index for effect evaluation of slope protection.
     (4) According to indexes, applying fuzzy comprehensive evaluation based on analytic hierarchy process to carry on comprehensive evaluation. At last, finds out the herb which is best suit for these conditions.
     According to experiments, it comes to elusions that Medicago sativa L. and Coronilla varia L. are the first choices for slope protection in these conditions in the text, but Medicago sativa L. is better than Coronilla varia L.; then we can choose Trrifolium repens L. as slope protection plant; the slope protection effects of Festuca rubra L. and Poa pratensis L. are worse, the most main reason is that ecology compatible ability is weak under these conditions in the text, we may consider these plants as slope protection plants in the moist area.
引文
[1]刘怀星.植被护坡加固机理试验研究[D].湖南大学,2006:1
    [2]贺红亮,王琼.高等级公路植被护坡现状与展望[J].中南公路工程,2007,32(2):150-153
    [3]李燕君,刘宜海.边坡生态防护工程现状与可持续发展的探讨[J].中国交通,2005,9(3):25-29
    [4]高民欢,李辉.高等级公路边坡冲刷理论与植被防护技术[M].北京:人民交通出版社,2005:230-232
    [5]Ministry of works and transport.Use of bio-engineering in the road sector[J].Geoenvironmental unit,1999,20(2):5-10
    [6]韩炜,王晓东.植被护坡设计概述[J].交通标准化,2007(1):113
    [7]程洪,谢涛.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
    [8]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,1996:452-453
    [9]宋云.植物固土边坡稳定基本原理的研究以及固坡植物的选择设计[D].中南林学院,2005:3
    [10]邹战国.水利喷草技术在防治水土流失中的应用[J].水土保持通报,1993,13(4):51-55
    [11]包承纲.堤坝工程土工合成材料应用技术[M].北京:中国水利水电出版社,1999:137-140
    [12]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
    [13]章梦涛,付奇峰.岩质坡面混喷快速绿化新技术浅析[J].水土保持研究,2000,7(3):65-66
    [14]张俊云,周德培.厚层基材喷射护坡实验研究[J].水土保持通报,2001,21(4):23-25
    [15]许文年,王铁桥.岩石边坡护坡绿化技术应用研究[J].水利水电技术,2002(7):35-40
    [16]周锡九,赵晓峰.坡面植草防护的浅层加固作用[J].北方交通大学学报,1995,19(2):143-146
    [17]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
    [18]程洪,颜传盛.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
    [19]封金财.植物根系对边坡的加固作用模拟分析[J].江苏工业学院学报,2005,17 (3):27-29
    [20]杨亚川,莫永京.土壤-草本植物根系复合体抗水蚀强度与抗剪强度试验研究[J].中国农业大学学报,1996,1(2):31-38
    [21]郝彤琦,谢小妍.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
    [22]刘国彬,蒋定生.黄土区草地根系生物力学特性研究[J].土壤侵蚀与水土保持学报,1996(3):21-28
    [23]王芝芳,杨亚川.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):38-45
    [24]代全厚,张力.嫩江大堤植物根系固土护坡功能研究[J].水土保持通报,1998,18(6):8-11
    [25]张永才,赖万玉.几种优良的工程护坡草种应用介绍[J].草业科学,2000,17(2):26-30
    [26]赵明华,蒋德松.岩质边坡生态防护现场及室内抗冲刷试验研究[J].湖南大学学报自然科学版,2004,31(5):77-81
    [27]夏汉平,敖惠修.香根草生态工程应用于公路护坡的效益研究[J].草业科学,2002,19(1):52-56
    [28]席嘉宾,杨中艺.西安地区高等级公路边坡绿化草种的引种栽培试验[J].草业科学,1998,15(5):53-58
    [29]余晓华,江玉林.公路边坡草种适应性的定量分析[J].仲恺农业技术学院学报,2002,15(3):33-38
    [30]赵明坤,唐成斌.贵州16种野生草本植物坪用性状评价[J].草业科学,2003,20(12):45-47
    [31]李正南,周玉成.公路开发建设项目路基边坡水土保持型草种引种试验及保土效果研究[J].湖南水利水电,2003(3):37-39
    [32]李峰.ZZLS生态护坡材料的劣化及其相关特性试验研究[D].武汉理工大学博士论文,2006:4-5
    [33]Endo T,Tsuruta T.The effect of tree roots upon the shearing strength of soil-Annual report of the Hokkaido Branch[R].Tokyo forest experiment station,1969,16(18):168-179
    [34]Ziemer R.R.Roots and the stability of forested slopes[J].International Association of Hydrologic Sciences Publication,1981,18(3):343-361
    [35]Wu T H,Beal P E,Lan C.In-situ shear test of soil-root systems[J].Journal of Geotechnical Engineering,1998,114(112):1376-1394
    [36]Wu T H,Mckinnel Ⅲ W P,Swanston D N.Strength of tree roots and landslides on Prince of Wales Island[J].Journal of Alaska Geotechnical,1979,16(2):19-33
    [37] Wu T H, Mcomber R M, Erb R T. Study of soil-root interaction[J]. Journal of Geotechnical Engineering, 1988,114(12): 1351-1375
    [38] 张俊云.厚层基材喷射植被护坡技术研究[D].西南交通大学硕士论文,2001: 4-6
    [39] Gray D H, Ohashi H. Mechanics of fiber reinforcements in sand[J]. Journal of Geotechnical Engineering. 1983,109(3): 335-353
    [40] Waldron L. J., S. Dakessian. Soil reinforcement by roots: calculation of increased soil shear resistance from root properties[J]. Soil science,1981,132(6): 427-435
    [41] Baker D H. Enhancement of slope stability by vegetation[J]. Ground Engineering, 1986,19(3): 11-15
    [42] Waldron L J. The shear resistance of root-permeated homogeneous and stratified soil[J].Journal of soil science association American, 1977, 41(5): 843-849
    [43] Kazutoki Abe and Robert R. Ziemer. Effect of tree roots on a shear zone: modeling reinforced shear stress[J].Canadian Journal Forest Research,1991 (21): 1012-1019
    [44] P. Cofie, A.J. Koolen. Test speed and other factors affecting the measurements of tree root propertities used in soil reinforcement models[J]. Soil & Tillage Research: 2001(63):51-56
    [45] Abe, K., and Iwamoto, M. An evaluation of tree-root effect on slope stability by tree-root strength[J]. Journal of Japanese Foundry Engineering Society, 1986(68): 505-510
    [46] V.I. Turnanina. On the strength of tree roots[J]. Bulletin Moscow Society Naturalists,1965,70(5): 36-45
    [47] Wu, T.H.. Investigation of landslides on Prince of Wales Island, Alaska[R]. Ohio State University, Department of Civil Engineering. Geotechnical Engineering Report. 1976(5):1-93
    [48] O.V. Makarova, P. Cofie, A.J. Koolen. Axial stress-strain relationship of fine roots of Beech and Larch in loading to failure and in cycle loading[J]. Soil & Tillage Research:1998(45):175-187
    [49] Nilaweera, N.S., Nutalaya,P.. Role of tree roots in slope stabilization[J].Bulletin of Engineering Geology and the Environment,1999,57(4): 337-342
    [50] Gray, D.H., Sotir, R.B.. Biotechnical and Soil Bioengineering Slope Stabilization: A Practical Guide for Erosion Control[M]. Toronto: John Wiley and Sons, 1996: 157-159
    [51] Greenway, D.R.. Vegetation and slope stability[A]. New York: John Wiley & Sons Ltd.,1987: 187-230
    [52] Hengchaovanich, D. VGT. A Bioengineering and Phytoremediation Option for the new Millennium[J]. IVC2 Plenary papers,2002(l): 1-5
    [53] Normaniza Osman, S.S.Barakbah. Parameters to Predict Slope Stability-Soil Wate and Root Profiles[J]. Ecological Engineering,2006(28): 90-95
    [54] L.DUPUY, T.FOURCAUD. A numerical investigation into factors affecting the
    [55]Hill,A.V..The possible effects of the aggregation of the molecules of haemoglobin on its dissociation curves[J].Journal of Physiology,1910(40):4-7
    [56]S.De Baets,J.Poesen.Effects of grass roots on the erodibility of topsoils during concentrated flow[J].Geomorphology,2006(76):54-67
    [57]Li,Y.,Zhu,X.,Tian,J..Effectiveness of plant roots to increase the anti-scourability of soil on the Loess Plateau[J].Chinese Science Bulletin,1991(36):2077-2082
    [58]Rodgers,D.B.High-way Erosion Control[J].Journal of Soil and Water Conservation,1965(20):189-190
    [59]Devet,D.D.,Davis,J.E.Grass and Piness-Winning Combination[J].Journal of Soil and Water Conserbation,1965,20(1):30-31
    [60]孔东莲,郭小平.植被护坡技术的研究[J].水土保持研究,2007,14(1):69-71
    [61]贺红亮,王琼.高等级公路植被护坡现状与展望[J].中南公路工程,2007,32(2):150-153
    [62]王占臣,庞军.边坡绿化防护技术的发展和植被护坡机理[J].吉林交通科技,2007(2):29-32
    [63]解新民,卢小良.道路边坡绿化防护工程中的生态学原理[J].生态科学,2004,23(1):85-88
    [64]宝音陶格涛.无芒雀麦与苜蓿混播试验[J].草地学报,2001,9(1):71-76
    [65]陈宏荣,林芬.福厦高速公路边坡稳定和绿化技术研究[J].草业科学,2001,18(5):50-52
    [66]刘向东,吴钦孝.森林植被垂直截留作用于水土保持[J].水土保持研究,1994,1(3):8-13
    [67]李勇,张晴雯.黄土区植物根系对营养元素在土壤剖面中迁移强度的影响[J].植物营养与肥料学报,2005,11(4):427-434
    [68]田佳,刘耀辉.华北地区几种常用边坡绿化植物的根系力学特性研究[J].中国水土保持,2007(10):34-36
    [69]付海峰,姜志强,张书丰.植物根系固坡效应模拟及稳定性数值分析[J].水土保持通报,2007,27(1):92-98
    [70]谢季坚,刘承平.模糊数学方法及其应用[M].武汉:华中科技大学出版社,2000

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