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1、横观各向同性岩体边坡与预应力锚索框架梁相互作用研究方理刚1,段靓靓2,梁锴3,曲广€1(1.$ଲ$࿐T$%ᇽ࿐ჽ,ଲ$೬410075:2.$ଲ:!॓$࿐T$%ᇽა}࿐࿐ჽ,ଲ$೬410075:3.ํ‰øA‰ҳഡ࠹ჽ,flࣘ102600)摘要:ູ࣮ޘܴØཟ¼½pุ½ა@¼ࢲܒ%ཌྷAቔႨࠏᇅ,ࢲ¾ۚ%܄ਫ਼½I¼,½གྷӆpဢ¾ྛٳ‰ൌဒ,๙ݖ҂¼¾૫}ཟ%pဢ¾ྛֆᇠ½෪ൌဒ,ಒ¿½ޘܴØཟ¼½pุ%½ห½ҕඔoᄝޘܴØཟ¼½pุ%ႋ}–ႋ%}fiંࠎԤL,%৫ޘܴØཟ¼½pุ½აყႋ}યÇॿ¾ਃཌྷAቔႨ%ٳ༅%,%$
2、ყႋ}યÇቋࡄય¼࢘%%,০Ⴈ$ཋyم¾ྛඔᆴٳ༅,½ØᇕޘܴØཟ¼½pุ½%ყႋ}યÇય¼࢘%ၛþޘܴ¼½pุ½აყႋ}યÇॿ¾ਃཌྷAቔႨ¾ྛҕඔ࣮,%$¾%{ཟ½½@¼ࢲܒ႕%%ܿ%o࣮ࢲݔ$ૼ,෮%$%ٳ༅%ބ{مॖູޘܴØཟ¼½pุ½%ყႋ}યÇॿ¾ਃ@¼ഡ࠹%܂fં၇ऌބI¼‰o关键词:p¶}࿐:ޘܴØཟ¼½:ყႋ}યÇ:$ཋyٳ༅:ય¼࢘中图分类号:TD824.7文献标识码:A文章编号:1000–6915(2008)01–0135–09INTERACTIONBETWEENTRANSVERSEISOTROP
3、YROCKSLOPEANDPRESTRESSEDANCHORCABLEWITHFRAMEBEAMSUPPORTFANGLigang1,DUANLiangliang2,LIANGKai3,QUGuangxiu1(1.SchoolofCivilandArchitecturalEngineering,CentralSouthUniversity,Changsha,Hunan410075,China:2.CollegeofCivilEngineering,ArchitectureandMechanics,CentralSouthUniversi
4、tyofForestryandTechnology,Changsha,Hunan410075,China:3.The5thSurveyandDesignInstituteofChinaRailway,Beijing102600,China)Abstract:Therockmassinnaturalstateisadiscontinuousanisotropymass,therefore,ifrockmassisstillregardedasisotropymass,itwillnotagreewiththeactualsituation
5、.Ingeneralanalysisofengineeringcases,anisotropymaterialincludesorthotropymaterialandtransverseisotropymaterial.Inordertostudytheinteractionbetweentransverseisotropyrockmassandsupportingstructure,engineeringgeologyoftheslopeatanexpresswayprojectisconsidered.Then,thelabora
6、torytestsforrocksamplesfromfieldwerecarriedout:andtheuniaxialcompressiontestsforrocksampleswithdifferentstratificationplanesareperformedtodeterminetheindicesofdescribingelasticitycharacteristicsoftransverseisotropicrock.Basedonthetheoryofstress-strainrelationshipoftransv
7、erseisotropyrockmass,theanalyticalmodelofinteractionbetweenrockmasstransverseisotropyofslopeandprestressedanchorcablewithframebeamisestablished:andthenotionoftheoptimum收稿日期:2007–05–27:修回日期:2007–08–20基金项目:$ଲ:!॓$࿐ø¢॓࿐࣮ࠎࣁཛଢ作者简介:{ې(1959–),ଳ,ණT,1983¢½!ƒފflI$࿐Ґ¾I¼Ç!,གྷK࢝൱,K
8、ေՖ൙p¶}࿐აpTI¼{૫%࢝࿐ა࣮IቔoE-mail:13308464499@hn165.com•136•p¶}࿐აI¼࿐Б2008¢anchorageangleinprestressedanchor