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当前位置:首页 > 学术论文 > 其它学术论文 > 单根锚杆不同工作载荷下支护应力场特征相似模拟研究林健
1231231231231231.1000132.1000133.100013。3“”。。2。1/4。。TD315A1006-6225201505-0087-06AnalogueSimulationofSupportingStressFieldCharacteristicofSingleAnchoredBoltunderDifferentWorkingLoadsLINJian123WANGYang123YANGJing-he123WANGZheng-sheng123CAIJia-fang1231.CoalMining&DesigningDepartmentTiandiScience&TechnologyCo.Ltd.Beijing100013China2.CoalMining&DesigningBranchChinaCoalResearchInstituteBeijing100013China3.StateKeyLaboratoryofCoalResourceHigh-efficiencyMining&CleanUtilizationChinaCoalResearchInstituteBeijing100013ChinaAbstractApplyinganaloguesimulationsurroundingrocklateralandverticalstressfielddistributioncharacteristicofsingleanchoredboltwastestunderdifferentworkingloads.Resultsshowedthataxialstressfieldwascomposedofcompressionstresscorezoneanddiffusionzone.Corezonewaslocatedinanchoredbodywhichwasnearanchoredboltincluded3compressionstresszonesandtookon“alcoholburner”shapedistribution.Withworkingloadincreasedstressvalueanddistributionrangeofaxialstressfieldalongverticaldirectionobviouslyrosebutalongaxialdirectionstressdistributionrangekeptbasicallyinvariablealthoughstressvalueincreasedlargely.Lateralstressfieldformed2compressionstresszonesalongaxialdirectionshallowstressconcentrationzonetookoninvertedbowlshapeunderplateandtheotherstressconcentrationzonetookonerectbowlshapenearanchoragesection.Wholestressvalueoflateralstressfieldwassmallonly1/4ofaxialstress.Withworkingloadincreasinglateralstressconcentrationzones’rangeexpand-edandstressvaluerosecontinuouslybuttheirlocationandshapevariedslightly.Keywordssingleanchoredboltworkingloadsupportingstressfieldanaloguesimulation2015-05-14DOI10.13532/j.cnki.cn11-3677/td.2015.05.024U12612112012BAK04B062013MS0101969-。.J.201520587-92.、。。。。。、78205126201510COALMININGTECHNOLOGYVol.20No.5SeriesNo.126October2015、、、1-7。。、、。。8-10FLAC3D、、、、、、、。11FLAC3D。12FLAC3D、。13。14。15。16。、、、。11.1300mm×300mm×300mm1∶6Cγ1CE1∶6CF1∶216Cσ1∶6。。20~30MPa3.3~5MPa。∶=1.5∶8.528d3.75MPa。1.22300mm×300mm×150mm。1.3M10500mm51kN。40mm×40mm×10mm12mmM10。1.4。。SZ120-3AA、3mm2mm120Ω。320mm70mm120mm21。60PYJZA-321。。BK-1A3tk=0.09με/NYJZA-16。1.5。3500N900N2kN88126201551108kN194.4kN432kN。22。220mm。4。110~70mm500N0.06MPa0.36MPa。70mm。420mm。。2270~190mm500N0.0134MPa0.08MPa。。33190~250mm20.0236MPa0.14MPa。。44250mm。70mm500N“----”。37.5mm37.5mm037.5~130mm0.0133MPa130~170mm0.0033MPa170~230mm0.0034MPa230mm。。120mm500N9820155“---”。43mm43mm043~330mm70mm0.0067MPa110~190mm0.0034MPa190~230mm230mm。。3。33a3“”。、。。40mm×40mm×10mm124mm3.1。170°35°70mm420mm500N0.01MPa184mm1100mm4.61112mm670mm。2112~180mm0.01MPa74mm444mm1.85。3180~250mm0.01MPa74~100mm444~600mm。3b、ca3。。34。20mm。500N310~70mm0912620155430mm0.0135MPa22.5%。。270~190mm0.0034MPa25.4%。3190~270mm220mm230mm0.027MPa1.14。3。70mm500N“----”。70mm30mm0.0033MPa24.4%70mm70~150mm150~230mm220mm“”190mm0.0033MPa230~300mm“”。。70mm110mm“”。120mm。500N40~30mm30~150mm110mm0.0067MPa150~190mm190~300mm230mm0.0067MPa。2。2。5。5a500N2。“”0.01MPa80mm242mm1920155230mm10mm2“”0.027MPa。221/4~1/8。5。41。23“”。3。。。42。“”“”。51/4。。1.J.2010294649-664.2.J.200732121233-1238.3.J.201029101977-1987.4.J.200712347-50.5.J.20144245-8.6.J.20093491153-1159.7.“”J.201318143-46.8.J.200833121329-1335.9.J.200934121585-1593.22291262015553.2SGZ1000/2×1000SGZ1200/2×1000。3.3kV、CST、TTT4。700kW、。TTTCSTTTTCST。、、3300V。3.3。、。411070%6Mt。2、200m、3000m。3、3.5m。4ZF16000/23/421403mm、。5。1.J.20144291-621.2.J.201442930-3439.3.J.201442957-60.4.J.2011361145-151.5.J.201442995-98103.6.J.200611528-29.7.J.20081345-8.8.J.200914413-15.9.“”D.2013.檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿檿9210.J.2007327680-685.11.-J.2010356881-886.12.D.2007.13.A.C..1990.14.J.2000S1917-921.15.J.2004S2260-264.16.J.20143981521-1529.2212620155
本文标题:单根锚杆不同工作载荷下支护应力场特征相似模拟研究林健
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