波速扁铲侧胀试验(SDMT)在液化判别中的应用
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
波速扁铲侧胀仪(SDMT)是由标准的扁铲侧胀仪(DMT)和测量剪切波速V_S的地震测试模块组成。综合描述了SDMT试验方法,对SDMT和钻孔波速试验测出的剪切波速V_S比较,以及SDMT的液化判别初步分析。SDMT在南京的测试应用证明了SDMT的可靠性。
The seismic dilatometer(SDMT) is a combination of the standard DMT with a seismic module for measuring the shear wave velocity V_s.This paper summarized and presented a comparisons of Vs measured by SDMT and by other methods. It also illustrated the liquefaction potential of sands based on SDMT results and the applicability of SDMT in Nanjing area.
引文
[1]AGI(1991)."Geotechnical Characterization of Fucino Clay".Proc.X ECSMFE,Firenze,1,27-40.
    [2]Hepton,P.1988.Shear wave velocity measurements during penetration testing.Proc.Penetration Testing in the UK,ICE,275-278.
    [3]Andrus,R.D.&.Stokoe,K.H.,Ⅱ.2000.Liquefaction resistance of soils from shear-wave velocity.Jnl GGE, ASCE,126(11):1015-1025.
    [4]Monaco&Marchetti(2005).Sand liquefiability assessment by Flat Dilatometer Test(DMT)[A].Proc.16th ICSMGE Engineering,Osaka.
    [5]Marchetti,S.In situ tests by flat dilatometer[J].Journal of the Geotechnical Engineering Division,The American Society of Civil Engineers(ASCE),1980,106 (3):299-321.
    [6]石兆杰,王承春.预测轻亚粘土液化势的剪切波速法.中国,第一届全国地震工程会议论文集[C].上海,1984.
    [7]GB 50021—2001岩土工程勘察规范[S].

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