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土体液化判定方法对比及应用 被引量:2

Comparison and application of soil liquefaction determination method
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摘要 目前国内外已有多种液化判定方法。由于不同方法采用的判定依据不同,导致计算精度有所差别,判定时可能会得到不同的结论。为增强判定液化势的准确性,对国内外常用的液化判定标准进行对比分析,进一步阐明NCEER法与LPI法针对不同抗震液化敏感性需求时的适用性。结果表明,对抗震液化敏感性要求较高时,可利用NCEER法,其更适用于单点液化势评估;抗震液化敏感性要求较低时,可利用LPI法,其更适用于总体液化势评估。研究成果已成功应用于沙特吉赞JIGCC项目地基抗液化处理中,为该项目建设提供有力的技术支撑。 The numerous methods of the liquefaction determination are available in the worldwide.Due to the different determination basis of each method,the different calculation accuracy and different conclusions may be achieved by different methods.In order to improve the accuracy of the liquefaction potential determination,we compare and analyze the most commonly used methods for liquefaction determination,and then further clarify the applicability of NCEER method and LPI method for different seismic liquefaction sensitivity requirements.The results show that NCEER method can be used when the sensitivity of seismic liquefaction is high,and it is more suitable for evaluation of single point liquefaction potential.LPI method can be used to evaluate the overall liquefaction potential when the seismic liquefaction sensitivity is low.The results are successfully applied to the ground improvement of the inlet canal in JIGCC project,which can provide strong technical support for the project construction.
作者 王伟智 陈猛 王沛一 薛林虎 WANG Wei-zhi;CHEN Meng;WANG Pei-yi;XUE Lin-hu(The Second Engineering Company of CCCC Fourth Harbor Engineering Co.,Ltd.,Guangzhou 510230,China)
出处 《水运工程》 北大核心 2019年第12期174-179,共6页 Port & Waterway Engineering
关键词 液化分析 判定标准 NCEER法 LPI法 liquefaction analysis determination standard NCEER method LPI method
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  • 1任金刚,王玉芳.饱和砂土地震液化研究方法概述[J].海河水利,2006(3):51-53. 被引量:15
  • 2GB50011-2001.建筑抗震设计规范[S].[S].,..
  • 3DL5073-2000.水工建筑物抗震设计规范[S].[S].,..
  • 4Seed H B, Booker R. Stabilization of potentially liquefial sand deposits using gravel drains[J]. Journal of Geotechnical Engineering Div. JCED, 1976, 102(07): 1-15.
  • 5Kiyoshi, Fukutake, Akira, et al. Analysis of saturated dense sand-structure system and comparision with resuits from shaking table test[J]. Earthquake Engineering and Structural dynamics, 1990, 19: 977-992.
  • 6Youd T L, Idriss I M. et al. Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils [J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2001,127 (8): 817-833.
  • 7JTJ 225-1998,水运工程抗震设计规范[S].

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