...
  • 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Soil Dynamics and Earthquake Engineering >Correlation of shear wave velocity with liquefaction resistance based on laboratory tests
【24h】

Correlation of shear wave velocity with liquefaction resistance based on laboratory tests

机译：基于实验室测试的剪切波速度与抗液化性的相关性

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

According to the results of cyclic triaxial tests on Hangzhou sands, a correlation is presented between liquefaction resistance and elastic shear modulus. Material-dependent but independent of confining stress, shows the linear relation of (σ_d/2)~(1/2) with G_(max). For its application to different soils, a method proposed by Tokimatsu [Tokimatsu K, Uchida A. Correlation between liquefaction resistance and shear wave velocity. Soils Found 1990:30(2):33-42] is utilized to normalize the shear modulus with respect to minimum void ratio. A simplified equation is established to evaluate the liquefaction potential by shear-wave velocity. The critical shear-wave velocity of liquefaction is in linear relation with 1/4 power of depth and the peak horizontal ground surface acceleration during earthquakes. The equation proposed in this paper is compared with previous methods especially the procedure proposed by Andrus [RD Andrus, KH Stokoe. Liquefaction resistance of soils from shear-wave velocity. J Geotech Geoenviron Eng 2000:126(11):1015-25]. The results show its simplicity and effectiveness when applied to sands, but more validation or modification is needed for its application to sand with higher fines content.
机译：根据杭州砂土循环三轴试验的结果，提出了抗液化性与弹性剪切模量之间的关系。与材料有关但与约束应力无关，它表示（σ_d/ 2）〜（1/2）与G_（max）的线性关系。为了将其应用到不同的土壤上，由Tokimatsu提出的方法[Tokimatsu K，UchidaA。抗液化性与剪切波速之间的相关性。 1990：30（2）：33-42]]用于相对于最小空隙率标准化剪切模量。建立一个简化的方程式，以通过剪切波速度评估液化势。地震过程中，液化的临界剪切波速度与深度的1/4幂和水平地面峰值加速度呈线性关系。本文提出的方程与以前的方法进行了比较，特别是与Andrus [RD Andrus，KH Stokoe]提出的过程进行了比较。剪切波速度对土壤液化的影响地球技术地质工程杂志，2000：126（11）：1015-25]。结果表明，将其应用于砂土时，其简单性和有效性，但将其应用于细粉含量较高的砂岩时，还需要更多的验证或修改。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱：kefu@zhangqiaokeyan.com

京公网安备：11010802029741号 ICP备案号：京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有

  • 客服微信

  • 服务号