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饱和冻土中弹性波的传播特性

周凤玺 赖远明

岩土力学2011,Vol.32Issue(9):2669-2674,6.
岩土力学2011,Vol.32Issue(9):2669-2674,6.

饱和冻土中弹性波的传播特性

Propagation characteristics of elastic wave in saturated frozen soil

周凤玺 1赖远明2

作者信息

  • 1. 中国科学院寒区旱区环境与工程研究所,兰州730000
  • 2. 兰州理工大学土木工程学院,兰州730050
  • 折叠

摘要

Abstract

With the application of continuum theory of mixture, which takes the three-phase media, including grains, fluid and ice into account, the dispersion equations of body waves are established for saturated frozen soil by considering Bishop's effective stress formula. The equations are described with skeleton displacement, pore water displacement, pore water pressure and pore ice pressure. The analytical expressions of wave velocity and attenuation are deduced. The effects of frequency and the parameters of saturated frozen soils on the velocity and attenuation of three kinds of body waves (P1 wave, P2 wave and S wave, respectively) are investigated by using numerical method.

关键词

饱和冻土/混合物/弹性波/传播特性

Key words

saturated frozen soils/ mixture/ elastic wave/ propagation characteristics

分类

建筑与水利

引用本文复制引用

周凤玺,赖远明..饱和冻土中弹性波的传播特性[J].岩土力学,2011,32(9):2669-2674,6.

基金项目

国家高技术研究发展计划基金资助项目(No.2008AA11Z103) (No.2008AA11Z103)

中国科学院西部计划项目(No.KZCX2-XB2-10) (No.KZCX2-XB2-10)

国家自然科学基金资助项目(No.40730736) (No.40730736)

中国科学院知识创新工程重大项目(N0.408210014). (N0.408210014)

岩土力学

OA北大核心CSCDCSTPCD

1000-7598

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