互层土的动参数试验研究及其地震反应分析
|
摘要
通过对两个工程场地的淤泥质粉质粘土、粉土、粘土、粉细砂及粉土与(粉质)粘土、粘土与粉砂互层土的自振柱试验结果进行分析,给出了部分土的G/Gmax-γ和λ-γ曲线,与Seed和Idriss建议的砂土和粘性土的G/Gmax-γ和λ-γ曲线变化范围进行了对比;同时分析了这两个场地的地震反应,结果表明:在强震时互层土对地震波有很强的滤波作用,且互层土的最大剪应变远大于一般土,在水平地震作用下很容易接近或达到破坏状态。初步分析结果表明:互层土具有软土的动力特性,这主要是由互层土的特殊物理构造造成的,即在互层土中存在很密的水平薄弱面。
By using resonant column apparatus, the dynamic parameters of interbedded soil and other soils in two sites are tested; the curves of dynamic shear modulus ratio G/Gmax and damping ratio versus dynamic shear strain amplitudeγ of the soils in two sites are given. Compared with the variation range of G/Gmax vs.γ and D vs.γ curves of other soils, it is obviously that the G/Gmax vs.γ and D vs. γ curves of mucky silty clay and fine sand interbedded strata are more close to those of soft clay. By calculating the seismic response of the two sites, the results show that the interbedded soil weakens the peak acceleration greatly and its maximal shear strain amplitude is very big which is near to be failure under horizontal earthquake. The dynamic characteristic of interbedded soil is similar to that of soft soil; and this property is caused by its special conformation, i.e. the feeble horizontal joint planes are overgrown.
By using resonant column apparatus, the dynamic parameters of interbedded soil and other soils in two sites are tested; the curves of dynamic shear modulus ratio G/Gmax and damping ratio versus dynamic shear strain amplitudeγ of the soils in two sites are given. Compared with the variation range of G/Gmax vs.γ and D vs.γ curves of other soils, it is obviously that the G/Gmax vs.γ and D vs. γ curves of mucky silty clay and fine sand interbedded strata are more close to those of soft clay. By calculating the seismic response of the two sites, the results show that the interbedded soil weakens the peak acceleration greatly and its maximal shear strain amplitude is very big which is near to be failure under horizontal earthquake. The dynamic characteristic of interbedded soil is similar to that of soft soil; and this property is caused by its special conformation, i.e. the feeble horizontal joint planes are overgrown.
引文
[1]刘雪珠,陈国兴,胡庆兴.南京地区新近沉积土的动剪模量和阻尼比的初步研究[J].地震工程与工程振动,2002,22(5):127-131.LIU Xue-zhu,CHEN Guo-xing,HU Qing-xing.Primary study on dynamic shear modulus and damping ratio of recently deposited soil in area of Nanjing[J].Earthquake Engineering and Engineering Vibration,2002,22(5):127-131.
[2]陈国兴,杨伟林.南京河西地区软土场地设计地震动参数研究[J].南京工业大学学报,2002,24(1):35-40.CHEN Guo-xing,YANG Wei-ling.Study of design ground motion parameters in hexi area of nanjing city[J].Journal of Nanjing University Technology,2002,24(1):35-40.
[3]陈国兴,杨伟林,严新育,等.南京河西地区设计地震动研究[J].地震工程与工程振动,1999,19(3):17-25.CHEN Guo-xing,YANG Wei-ling,YAN Xin-yu.A study of design ground motion parameters in Hexi area of Nanjing city[J].Earthquake Engineering and Engineering Vibration,1999,19(3):17-25.
[4]杨伟林,陈国兴,严新育.软土地基深开挖对场地设计地震动影响[J].地震工程与工程振动,2000,20(3):93-99.YANG Wei-ling,CHEN Guo-xing,YAN Xinyu.Study of influence of deep level excavation on design ground motion parameters in a weak foundation site[J].Earthquake Engineering and Engineering Vibration,2000,20(3):93-99.
[5]陈国兴,朱定华,何启智.GZZ-1型自振柱试验机研制与性能试验[J].地震工程与工程震动,2003,23(1):110-114.CHEN Guo-xing,ZHU Ding-hua,HE Qi-zhi.Development and property test of GZZ-1free vibration column test system[J].Earthquake Engineering and Engineering Vibration,2003,23(1):110-114.
[6]Seed H B,Idriss I M.Soil Moduli and Damping Factors for Dynamic Response Analyses[R].Calif:EERC,Report No.0-10,U.C.Berkely.
[2]陈国兴,杨伟林.南京河西地区软土场地设计地震动参数研究[J].南京工业大学学报,2002,24(1):35-40.CHEN Guo-xing,YANG Wei-ling.Study of design ground motion parameters in hexi area of nanjing city[J].Journal of Nanjing University Technology,2002,24(1):35-40.
[3]陈国兴,杨伟林,严新育,等.南京河西地区设计地震动研究[J].地震工程与工程振动,1999,19(3):17-25.CHEN Guo-xing,YANG Wei-ling,YAN Xin-yu.A study of design ground motion parameters in Hexi area of Nanjing city[J].Earthquake Engineering and Engineering Vibration,1999,19(3):17-25.
[4]杨伟林,陈国兴,严新育.软土地基深开挖对场地设计地震动影响[J].地震工程与工程振动,2000,20(3):93-99.YANG Wei-ling,CHEN Guo-xing,YAN Xinyu.Study of influence of deep level excavation on design ground motion parameters in a weak foundation site[J].Earthquake Engineering and Engineering Vibration,2000,20(3):93-99.
[5]陈国兴,朱定华,何启智.GZZ-1型自振柱试验机研制与性能试验[J].地震工程与工程震动,2003,23(1):110-114.CHEN Guo-xing,ZHU Ding-hua,HE Qi-zhi.Development and property test of GZZ-1free vibration column test system[J].Earthquake Engineering and Engineering Vibration,2003,23(1):110-114.
[6]Seed H B,Idriss I M.Soil Moduli and Damping Factors for Dynamic Response Analyses[R].Calif:EERC,Report No.0-10,U.C.Berkely.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心