细粒含量对饱和砂土动孔压演化特性的影响
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:

国家“十一五”科技支撑项目(2008BAB29B02);长江科学院中央级公益科研院所基本科研业务费项目(CKSF2010016)


Effects of Fines Content on Evolutionary Characteristics of Dynamic Pore Water Pressure of Saturated Sands
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    利用GDS循环三轴仪,对不同细粒含量砂土进行了不排水动三轴液化试验,并基于Seed孔压应力模型,研究了细粒含量对液化进程中动孔压演化特性的影响.研究结果表明:细粒含量对砂土孔压发展影响较大,其影响主要体现在孔压发展模式参数θ的不同.含细粒砂土中细粒含量与孔压参数θ的关系不是呈单调的线性关系.参数θ先随着细粒含量的增加而减小,并在细粒含量为30%时达到最小值,之后随着细粒含量的增加又逐渐增加,不同的是参数θ在细粒含量超过30%后,其增加的趋势相对平缓.通过对不同细粒含量砂土动孔压演化特性试验研究,更进一步证明了临界含量的存在,试验所用的含细粒砂土,临界细粒含量在30%左右.

    Abstract:

    With the GDS dynamic triaxial system, undrained dynamic triaxial tests on the saturated sand with different fines content are performed, and the effects of fines content on evolutionary characteristics of dynamic pore water pressure of saturated sands in the process of liquefaction are analyzed based on Seed pore water pressure stress model. It is found that fines content has great effect on the dynamic pore water pressure of saturated sands by the parameter θ for Seed model. The relationship between parameter θ and fines content isnt linear. Parameter θ decreases with the increase of fines content at first, and then reaches its smallest value when the critical value of fines content is 30%. After that, parameter θ increases gradually with the rise of fines content. According to the experimental study on effects of fines content on evolutionary characteristics of dynamic pore water pressure of saturated sands, the existence of critical fines content with 30% is further proved in the sandy soil used in the test.

    参考文献
    相似文献
    引证文献
引用本文

王艳丽,饶锡保,潘家军,王勇.细粒含量对饱和砂土动孔压演化特性的影响[J].土木与环境工程学报(中英文),2011,33(3):52-56. WANG Yan-li, RAO Xi bao, PAN Jia jun, WANG Yong. Effects of Fines Content on Evolutionary Characteristics of Dynamic Pore Water Pressure of Saturated Sands[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2011,33(3):52-56.10.11835/j. issn.1674-4764.2011.03.010

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2010-12-20
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期:
  • 出版日期: