岩石-混凝土两相介质胶结面粗糙系数的分形描述
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摘要
针对润扬长江公路大桥南汊悬索桥锚碇胶结面抗剪强度(抗剪强度的大小与胶结面粗糙度紧密相关)取值问题,采用室内控制粗糙系数试验的方法,测试了不同粗糙度的花岗岩与混凝土胶结面的抗剪强度.从形态数学原理出发,建立了均方根坡角法(ARMSS)测算岩石与混凝土胶结面轮廓线的分维数,定量描述其粗糙程度.岩石与混凝土胶结面粗糙系数(JRC)可由分形维数D与分形截距A来确定,通过分形分析可以定量估计岩石力学中的JRC值.
For acquiring the shear strength of cementation plane of south anchor of Runyang suspension bridge,an expressway bridge on the Yangtze River,and because the shear strength was decided by the roughness coefficient of cementation plane,the shear strength between different roughness coefficient granites and concrete were obtained in indoor experiments.Based on three-dimensional surface morphology,a new method called Angle of Root Mean Square Slope method(ARMSS) was proposed to calculate fractal dimensions of profiles of cementation plane.Finally the roughness coefficient(J_(RC)) between rock and concrete can be expressed by fractal dimension D and the fractal intercept A,it is a new method to quantify the J_(RC) in geomechanics by using fractal analysis.
引文
[1]Barton N R.Review of a new shear strength criterion for rock joints[J].Engineering Geology,1973(7):287~332.
    [2]Barton N R,Choubey V.The shear strength of rock joints in theory and practical[J].RockM ech.,1977,10(2):1~54.
    [3]Tse R.,Cruden D M.Estim ating joint roughness coeffic ient[J].Int.J.Rock M ech.M in.Sc i.&Geom ech.Abstr.,1979,16:303~307.
    [4]孙宗欣,徐方明.岩石节理表面特性的研究及其分级[J].岩石力学与工程学报,1991,10(1):67~73.
    [5]Turk N,G re igM J,Dearm anW R,et al.Characterization of rock joint surfaces by fractal d im ension[A].Proceed ings of the28 th Symposium on Rock M echan ics[C].Tuson.,1987.1 223~1 236.
    [6]Lee Y H,Har J R,Bars D J,et al.The fractal d im ension as a m easure of the roughness of rock d iscontinu ity profiles[J].Int.J.Rock.M ech.M in.Sc i.&Gem ech.Abstr.,1990,27:453~464.
    [7]Se idel J P,Haberfield C M.Toward an understand ing of joints roughness[J].Rock M ech.Rock Eng.,1995,28:69~92.
    [8]Sakellariou M,Nakos B,M etsakak.On the fractal character of rock surface[J].Int.J.Rock M ech.M in.Sc i.&Geo-m ech.Abstr.,1991,28:527~533.
    [9]谢和平,Pariseau W G.岩石节理粗糙系数(JRC)的分形估计[J].中国科学(B辑),1994,24(5):524~530.
    [10]邢福东.岩石-混凝土两相介质胶结面抗剪强度分形描述及其工程应用[D].南京:河海大学,2004.
    [11]杜时贵.岩体结构面的工程性质[M].北京:地震出版社,1999.
    [12]李久林,唐辉明.结构面粗糙度和抗剪强度的各向异性效应[J].工程勘察,1994(5):12~16.
    [13]Fard in N,Stephansson O,Jing Lanru.The scale dependence of rock joint surface roughness[J].Int.J.RockM ech.M in.Sc i.,2001,38:659~669.
    [14]王金安,谢和平,田晓燕,等.岩石断裂表面分形测量的尺寸效应[J].岩石力学与工程学报,2000,19(1):11~17.

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