Analytical solution of three-dimensional scattering and diffraction of plane Rayleigh-waves bya hemispherical alluvial valley with saturated soil deposit

HAN Zheng; ZHAO Cheng-gang

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Analytical solution of three-dimensional scattering and diffraction of plane Rayleigh-waves bya hemispherical alluvial valley with saturated soil deposit

更新时间：2026-06-25

- Analytical solution of three-dimensional scattering and diffraction of plane Rayleigh-waves bya hemispherical alluvial valley with saturated soil deposit
- Vol. 28, Issue 12, (2007)
- 作者机构：
  
  北京交通大学土建学院,北京,100044
- 作者简介：
- 基金信息：
- DOI：
  CLC： O347.4O24
- Online First：18 October 2013，
  
  Published：2007
- 稿件说明：
移动端阅览
HAN Zheng, ZHAO Cheng-gang. Analytical solution of three-dimensional scattering and diffraction of plane Rayleigh-waves bya hemispherical alluvial valley with saturated soil deposit[J]. 2007, 28(12).
DOI：

HAN Zheng, ZHAO Cheng-gang. Analytical solution of three-dimensional scattering and diffraction of plane Rayleigh-waves bya hemispherical alluvial valley with saturated soil deposit[J]. 2007, 28(12). DOI：

摘要

把半球形沉积谷和周围半空间场地分别用具有不同弹性模量和不同半径的球坐标描述。利用Fourier－Bessel 级数展开法，在频域内给出了半空间中半球形沉积谷场地在平面Rayleigh波入射下三维散射问题的解析解。利用这一解析解计算分析了入射波频率、场地软硬对场地内地表位移幅值的影响。

Abstract

The three-dimensional scattering and diffraction of plane Rayleigh-waves by a hemispherical valley is studied. The deposit and the half space is simulated by elastic single-phase media. The Fourier-Bessel series expansion technique is used to get the analytical solution for the first time. The results of surface displacement amplitudes are presented; and the effects of frequency and angle of incident waves on the surface displacement amplitudes are discussed.

关键词

Keywords

references

Views

1353

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Analysis of the horizontal vibration of an end-bearing pile embedded in a transversely isotropic soil

Analytical solution for one-dimensional transient seepage of water in the unsaturated vegetated soil considering the effects of roots on hydrological properties

Analytical solution for consolidation of composite foundation with sand drains and cement-soil mixing piles

Analytical solution for consolidation of sand-drained foundation with bottom vacuum preloading method

Study of simplifying solution to consolidation of composite ground with partially penetrated granular columns

Related Author

ZHANG Zhi-qing

LIU Xin

LIU Kai-fu

WU Jun-tao

WU Wen-bing

WANG Hao

HOU Hong-bing

JIANG Wen-hao

Related Institution

School of Architecture and Energy Engineering, Wenzhou University of Technology

College of Marine Science and Technology, China University of Geosciences

School of Civil Engineering and Architecture, Zhejiang Sci-Tech University

College of Civil Engineering and Architecture, Zhejiang University

Faculty of Engineering, China University of Geosciences

AI问答

⁰