首页> 外文会议>Geotechnical Engineering for Disaster Mitigation and Rehabilitation >EXPERIMENTAL STUDY ON THE RELATIONSHIP BETWEEN DEGREE OF SATURATION AND P-WAVE VELOCITY IN SANDY SOILS
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EXPERIMENTAL STUDY ON THE RELATIONSHIP BETWEEN DEGREE OF SATURATION AND P-WAVE VELOCITY IN SANDY SOILS

机译:砂土饱和度与P波速度关系的试验研究

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A series of laboratory tests were performed to investigate the effects of the size and roundness of soil particles, relative density, and air bubbles in pore water within sandy soils on the relationship between the degree of saturation (Sr) and P-wave velocity (Vp). We also considered the effect of the degree of saturation on the liquefaction strength of sand. We arrived at the following conclusions based on the test results: (1) the size of soil particles in sand has a strong influence on the B-value-Vp relationship, but a weak influence on the Sr-Vp relationship; the P-wave velocity increases rapidly with increasing degree of saturation from 90 to 100 % for all tested sands; (2) relative density (Dr) has a negligible effect on the Sr-Vp relationship; (3) air bubbles in pore water have a significant effect on both the B-value-Vp relationship and Sr-Vp relationship; (4) based on comparisons of the liquefaction strengths obtained in undrained cyclic triaxial tests on Futtsu sand, we propose that the method of reducing the degree of saturation by injecting air bubbles into sandy ground will prove to be a useful method in terms of mitigating disasters induced by the liquefaction of sand.
机译:进行了一系列实验室测试,研究了沙粒土壤中孔隙大小,颗粒度和圆度,相对密度和气泡对饱和度(Sr)和纵波速度(Vp)之间关系的影响。 )。我们还考虑了饱和度对砂土液化强度的影响。根据试验结果我们得出以下结论:(1)沙土颗粒大小对B值与Vp关系的影响较大,而对Sr,Vp关系的影响较小。对于所有测试的沙子,P波速度随着饱和度从90%到100%的增加而迅速增加; (2)相对密度(Dr)对Sr-Vp关系的影响可忽略不计; (3)孔隙水中的气泡对B值-Vp关系和Sr-Vp关系都有重大影响; (4)通过比较不排水砂土在不排水的循环三轴试验中获得的液化强度,我们认为通过向砂土中注入气泡来降低饱和度的方法将被证明是减轻灾害的一种有用方法。由砂的液化引起。

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  • 来源
  • 会议地点 Nanjing(CN)
  • 作者

    LU Xiaoyong; rnJIE Min;

  • 作者单位

    Munenori Hatanaka @Department of Architectural and Civil Engineering, Chiba Institute of Technology, Professor, 2-17-1, Tsudanuma, Narashino, Chiba 275-0016, Japan--Takemi Masuda@Department of Architectural and Civil Engineering, Chiba Institute of Technology, graduate student, 2-17-1, Tsudanuma, Narashino, Chiba 275-0016, Japan--;

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  • 原文格式 PDF
  • 正文语种
  • 中图分类 灾害地质学;
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