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抗液化性
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  liquefaction performance resistivity
     By DDS-70 electromagnetic vibration triaxial apparatus controlled by computer the dynamic tests and analyses for the remolded silt samples in different consolidation ratios and enclosure pressures are engaged; the variational laws of liquefaction performance resistivity of saturated silt with consolidation ratios and enclosure pressures are probed into to deepen the further cognition for the liquefaction characteristics of silt.
     通过DDS-70微机控制电磁式振动三轴仪,对不同固结比,不同围压下的重塑粉土试样进行动力试验与分析,探讨饱和粉土抗液化性能随固结比、围压的变化规律,以加深对粉土的液化特性的进一步认识。
短句来源
  anti-liquefaction
     Research on the Anti-liquefaction Behavior of Loess Subsoil Improved by Chemical Grouting
     化学灌浆黄土地基的抗液化性状研究
短句来源
     Experimental Research on Influence of Grain Size Gradation on Anti-Liquefaction Characteristics of Clayey Sand with Montmorillonite
     颗粒级配对含蒙脱石砂土抗液化性能的影响
短句来源
     The anti-liquefaction behavior of loess ground improved by gravel columns is studied by 2D finite element method.
     用二维有限元方法对黄土碎石桩复合地基的抗液化性状进行了数值分析。
短句来源
     In this paper, the authors first review advances in research of anti-liquefaction mechanism, assessment methods for anti-liquefaction and dynamic analysis of stone column composite foundation.
     从碎石桩复合地基的抗液化机理、抗液化性能判别方法、动力分析方法等方面入手,对国内外研究现状做了简要介 绍和分析。
短句来源
     The complicated nonlinear realations between parameters of soils and anti-liquefaction behaviors of soils are discussed by means of Artificial Neural Network(ANN) After training of network,based on the weights obtained the engineering examples are tested.
     本文探讨了用神经网络方法来研究土的抗液化性能与土参数之间的非常复杂的非线性关系 ,并对实例进行网络测试。
短句来源
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  liquefaction-resistant characteristics
     EXPERIMENTAL STUDY OF LIQUEFACTION-RESISTANT CHARACTERISTICS OF CLAYEY SAND
     含粘粒砂土抗液化性能的试验研究
短句来源
  “抗液化性”译为未确定词的双语例句
     This paper elaborates the preparation of model in shaking table test on liquefaction resistance of composite foundation,presents some issues need attention and solutions are given.
     以砂石桩法处理可液化砂土地基为例,阐述了研究桩土复合地基抗液化性能的振动台试验中模型的制备过程,提出了应注意的几个问题并给出了相应的对策。
短句来源
     The study result has shown that when the fines content is about 35 %,the liquefaction resistance of tailings is the best.
     研究表明,对于铜矿类尾矿坝的尾矿材料,当细颗粒含量占到总量的35%时其抗液化性能最佳。
短句来源
     Analysis of Broken Rock Pile Resisting Liquefaction
     挤密碎石桩抗液化性能分析
短句来源
     Nodular pile is a kind of cylinder pile with several nodular projections.
     节桩是一种带节的新型预制管桩,其桩侧摩阻力要大于相同直径的普通桩,同时具有良好的抗液化性能。
短句来源
     EXPERIMENTAL STUDY ON ANTI-LIQUEFACTION PROPERTIES OF MISCELLANEOUS FILL
     杂填土抗液化性能的试验研究
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This paper states the static loading test made on site for the liquable foundation where the vibro-replacement stone piles has been applied to anti-liquefy and strengthen the foundation,combing with actual treatment to the foundation of a real project.Briefly introduce the determination of design indices and selection of construction parameter.According to the result of the site testing,the paper makes the engineering appraisal for the effect result from applying vibro-replacement stone piles in the liquable...

This paper states the static loading test made on site for the liquable foundation where the vibro-replacement stone piles has been applied to anti-liquefy and strengthen the foundation,combing with actual treatment to the foundation of a real project.Briefly introduce the determination of design indices and selection of construction parameter.According to the result of the site testing,the paper makes the engineering appraisal for the effect result from applying vibro-replacement stone piles in the liquable foundation while analyses bearing capacity and settlement nature of the vibro-replacement stone piles composite foundation.Test results indicate that vibro-replacement stone piles is very well in treatment of liquable foundation and contents to requires of engineering.It provides parameter elections of pile radius,pile length,filling,construction and test methods for the same engineering.

结合某工程地基处理的实际,对可液化砂土运用振冲碎石桩处理后的抗液化性和提高承载力的效果进行了现场载荷试验。简述了振冲碎石桩设计指标的确定和施工参数的选择情况。根据现场试验结果,分析了该场地碎石桩复合地基的承载力和沉降性质。对该种可液化砂土应用碎石桩加固地基的效果给出了工程评价。试验结果表明,振冲碎石桩处理砂土液化效果较好,可满足工程要求。同时也为类似工程中的桩径、桩距、桩长、填料选择、施工参数的选取、检测方法设计等提供宝贵经验。

 
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