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时间:2017-12-08
《基于hoekbrown准则的隧道围岩屈服接近度分析》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、万方数据第30卷第8期2009年8月岩土力学RockandSoilMechanicsVr01.30No.8Aug.2009文章编号l1000--7598(2009)08—2“7一05基于Hock.Brown准则的隧道围岩屈服接近度分析柳群义1,朱自强1,钟正强2,何现启1(1.中南大学信息物理工程学院,长沙410083;2.中南大学地学与环境工程学院,湖南长沙410083)摘要l为了建立Hoek-Brown准则围岩稳定性评判标准,通过理论分析,推导了Hock-Brown准则和Mohr-Couiomb准则的关系以及
2、Hock-Brown准则参数表征的屈服接近度(YAO函数;通过FLAC3D建立隧道三维数值模型,编制相应Hock.Brown屈服接近度蹦氐的程序,分析了材料参数和应力变化的影响。结果表明:①自编程序计算的YAIhb=l区域与FLAC如计算的塑性区分布范围相同,验证了程序的正确性,并且屈服接近度能够表征各单元的屈服程度,优于塑性区判定标准。②随着地质强度指标GS/的增大,拗,hb逐渐减小,两者之问的关系采用3次多项式进行拟合的精度较高:YA/hb随岩石单轴压缩强度%i的增大而减小,采用指数方程对两者的关系进行拟合,
3、能得到较高的相关系数:随着单元损伤的加剧,其屈服接近度逐渐增大,表征单元破坏程度增大,拗矗b和岩体损伤指标D之间符合双曲线分布规律。③最大主应力∞增大引起YA/hb减小,两者表现出显著的线性关系:中间主应力眈增大引起蹦矗b呈现先增大后减小的趋势,可用3次多项式曲线对其关系进行拟合;以^b随着最小主应力cr3的增大而线性增大。关健词I隧道;围岩;稳定性:Hock-Brown准则:屈服接近度中图分类号tU451文献标识号lAYieldingapproachindexforsurroundingrockmassoftu
4、nnelbasedonHoek-BrowncriterionLIUQun.yil,ZHUZi.qian91,ZHONGZheng.qian92,HEXian.qil(I.SchoolofGeophysicsandInformation,CentralSouthUniversity,Changsha410083,China;2.SchoolofGeoscianceandEnvironmentEngineering,CenlralSouthUniversity,Changsha410083,China)Abstrae
5、t:InordertobuildanassessmentstandardforsurroundingrockmasswiththeHock.Browncriterion,firstly,therelationshipbetweenHock-BrowncriterionandMohr-Coulombcriterionistheoreticallyanalyzed;theyieldingapproachindex(Ya/)describedbyHock.BrowncriterionparametersiSobtain
6、ed:secondly。thethreedimensionalcalculationfortunnelisfoundedbyFLAC⋯,theprogramofyieldingapproachindexforHock-Browncriterion(YA/hb)iscompiled;theimpactsofmaterialparametersandstressvariationtotheYZ/hbareanalyzed,whichshowthat:(1)theareasofYA/hb----1calculatedb
7、ytheself-compiledprogramarethesamewiththeplasticareascalculatedbyFLAC”,whichvalidatesthecorrectionoftheself-compileprogram,andmoreovertheYAlhbcanreflecttheyielddegreeofeachelementwhichissuperiortotheplasticzonedistributionstandard;(2)withtheincreaseofgeologic
8、alstrengthindexGSI,YA/hbreducesgradually,andtherelationshipbetweenGSIandYAJhbCanbedescribedpreciselybythecubic-polynomialequation;withtheincreaseofrockuniaxialstrengthoci.]:A/hbincreasesg
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