饱和砂土地基中地下管线的振动台试验数值模拟分析
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摘要
本文采用有效应力有限元方法对饱和砂土地基中的地下管线振动台模型试验进行了数值模拟,该方法以广义Biot固结原理为基础,采用了双曲线的应力应变关系和Seed提出的孔压模型,通过将预测的超孔隙水压力、排水措施的抗上浮效果与试验结果进行比较,结果表明,有效应力分析方法可以较好地模拟管线周围地基中超孔隙水压力增长和消散过程、评价管线的抗上浮能力,采用排水措施可提高管线的抗上浮安全系数。
The effective stress FEM was used to simulate the shaking table model test on pipelines buried in saturated sand foundation.This method was based on the generalized Biot's equation.The hyperbolic relationship between stress and strain was used in the numerical model and pore pressure due to earthquake load was calculated from pore pressure model developed by Seed et al.The calculated excess pore water pressure response, behaviors of soil foundation and the effectiveness of different types of drainage measures were compared with the results of test.It shows that the effective stress FEM can be effectively used to simulated the process of build-up and dissipation of pore pressure in foundation around the pipelines and can be used to evaluate the capability of pipeline against uplifting.The safety of pipeline against uplifting can be improved by adopting drainage measures.
The effective stress FEM was used to simulate the shaking table model test on pipelines buried in saturated sand foundation.This method was based on the generalized Biot's equation.The hyperbolic relationship between stress and strain was used in the numerical model and pore pressure due to earthquake load was calculated from pore pressure model developed by Seed et al.The calculated excess pore water pressure response, behaviors of soil foundation and the effectiveness of different types of drainage measures were compared with the results of test.It shows that the effective stress FEM can be effectively used to simulated the process of build-up and dissipation of pore pressure in foundation around the pipelines and can be used to evaluate the capability of pipeline against uplifting.The safety of pipeline against uplifting can be improved by adopting drainage measures.
引文
[1] O'RourkeTD,GowdyTE,StewartHE,PeaseJW.Lifelineandgeotechicalaspectsofthe1989LomaPrietaearthquake[A].Proceedingsof2ndInternationalConferenceonRecentAdvancesinGeotechnicalEarthquakeEngineeringandSoilDynamics[C].UniversityofMissouri Rolla:MO,1991.1601-1612.
[2] MohriY,YasunakaM,TaniS.DamagetoburiedpipelineduetoliquefactioninducedperformanceatthegroundbytheHokkaido Nansei OkiEarthquakein1993[A].ProceedingsofFirstInternationalConferenceonEarthquakeGeotechnicalEngineering[C].Rotterdam:Balkema,1995.31-36.
[3] MohriY,KawabataT,LingHI.Experimentsonshallowlyburiedpipelinesusingshakingtable[A].Proceedingsofthe10thEarthquakeEngineeringSymposium[C],Tokyo:1998.1913-1916.
[4] MohriY,KawabataT,LingHI.Experimentalstudyontheeffectsofverticalshakingonthebehaviorofundergroundpipelines[A].ProceedingsofSecondInternationalConferenceonEarthquakeGeotechnicalEngineering[C],Lisbon:1999.489-494.
[5] 邹德高,孔宪京,LingHI,朱彤.地震时饱和砂土地基中管线上浮机理及抗震措施试验研究[J].岩土工程学报,2002,24(3):323-326.
[6] KosekiJ,MatsuoO,TanakaS.Upliftofsewerpipescausedbyearthquake inducedliquefactionofsurroundingsoil[J].SoilsandFoundations,1998,38(3):75-87.
[7] SunLX.Centrifugaltestingandfiniteelementanalysisofpipelineburiedliquefiablesoil[D].ph.D.Thesis,ColumbiaUniversity.,2001.
[8] WangLRL,ShimJS,IshibashiL,WangY.Dynamicresponseofburiedpipelinesduringliquefactionprocess[J].SoilDynamicandEarthquakeEngineering,1990,9(1):44-50.
[9] 林均岐,熊建国.液化场地土中埋设管线的上浮反应分析[J].地震工程与工程振动,2000,20(2):97-100.
[10] ZienkiewiczOC,HuangM,PastorM.NumericalpredictionforModelNo.1[A].VerificationofNumericalProceduresfortheAnalysisofSoilLiquefactionProblems[C].Rotterdam:Balkema,1994.259-274.
[11] 徐志英,周健.土坝地震孔隙水压力产生、扩散和消散三维动力分析[J].地震工程与工程振动,1985,5(4):57-72.
[12] 徐志英,周健.奥罗维尔土坝三维排水有效应力分析[J].水利学报,1991,(6):19-27.
[13] ZienkiewiczOC,ChanAHC,PastorM,SchreflerBA,ShiomiT.Computationalgeomechanicswithspecialreferencetoearthquakeengineering[M].London:Wiley,1999.
[14] KatonaMG,ZienkiewicaOC.Aunifiedsetofsinglestepalgorithmspart3:theBeta mmethod,ageneralizationoftheNewmarkscheme[J].Int.J.Num.Eng.,1985,(21):1345-1359.
[15] SeedHB,MartinPP,LysmerJ.Pore waterpressurechangesduringsoilliquefaction[J].JournaloftheGeotechnicalEngineeringDivision,ASCE1976,102(GT4):323-346.
[16] 吴世明,等.土动力学[M].北京:中国建筑工业出版社,2000.
[2] MohriY,YasunakaM,TaniS.DamagetoburiedpipelineduetoliquefactioninducedperformanceatthegroundbytheHokkaido Nansei OkiEarthquakein1993[A].ProceedingsofFirstInternationalConferenceonEarthquakeGeotechnicalEngineering[C].Rotterdam:Balkema,1995.31-36.
[3] MohriY,KawabataT,LingHI.Experimentsonshallowlyburiedpipelinesusingshakingtable[A].Proceedingsofthe10thEarthquakeEngineeringSymposium[C],Tokyo:1998.1913-1916.
[4] MohriY,KawabataT,LingHI.Experimentalstudyontheeffectsofverticalshakingonthebehaviorofundergroundpipelines[A].ProceedingsofSecondInternationalConferenceonEarthquakeGeotechnicalEngineering[C],Lisbon:1999.489-494.
[5] 邹德高,孔宪京,LingHI,朱彤.地震时饱和砂土地基中管线上浮机理及抗震措施试验研究[J].岩土工程学报,2002,24(3):323-326.
[6] KosekiJ,MatsuoO,TanakaS.Upliftofsewerpipescausedbyearthquake inducedliquefactionofsurroundingsoil[J].SoilsandFoundations,1998,38(3):75-87.
[7] SunLX.Centrifugaltestingandfiniteelementanalysisofpipelineburiedliquefiablesoil[D].ph.D.Thesis,ColumbiaUniversity.,2001.
[8] WangLRL,ShimJS,IshibashiL,WangY.Dynamicresponseofburiedpipelinesduringliquefactionprocess[J].SoilDynamicandEarthquakeEngineering,1990,9(1):44-50.
[9] 林均岐,熊建国.液化场地土中埋设管线的上浮反应分析[J].地震工程与工程振动,2000,20(2):97-100.
[10] ZienkiewiczOC,HuangM,PastorM.NumericalpredictionforModelNo.1[A].VerificationofNumericalProceduresfortheAnalysisofSoilLiquefactionProblems[C].Rotterdam:Balkema,1994.259-274.
[11] 徐志英,周健.土坝地震孔隙水压力产生、扩散和消散三维动力分析[J].地震工程与工程振动,1985,5(4):57-72.
[12] 徐志英,周健.奥罗维尔土坝三维排水有效应力分析[J].水利学报,1991,(6):19-27.
[13] ZienkiewiczOC,ChanAHC,PastorM,SchreflerBA,ShiomiT.Computationalgeomechanicswithspecialreferencetoearthquakeengineering[M].London:Wiley,1999.
[14] KatonaMG,ZienkiewicaOC.Aunifiedsetofsinglestepalgorithmspart3:theBeta mmethod,ageneralizationoftheNewmarkscheme[J].Int.J.Num.Eng.,1985,(21):1345-1359.
[15] SeedHB,MartinPP,LysmerJ.Pore waterpressurechangesduringsoilliquefaction[J].JournaloftheGeotechnicalEngineeringDivision,ASCE1976,102(GT4):323-346.
[16] 吴世明,等.土动力学[M].北京:中国建筑工业出版社,2000.
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