Diffraction of Rayleigh waves around a circular cavity in poroelastic half-space

XU Ying; LIANG Jian-wen; LIU Zhong-xian

doi:10.16285/j.rsm.2017.08.031

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Diffraction of Rayleigh waves around a circular cavity in poroelastic half-space

更新时间：2026-06-25

- Diffraction of Rayleigh waves around a circular cavity in poroelastic half-space
- Vol. 38, Issue 8, Pages: 2411-2424(2017)
- 作者机构：
  
  1. 天津大学建筑工程学院,天津,300072
  2. 天津大学天津市土木工程结构及新材料重点实验室,天津,300072
  3. 天津城建大学天津市软土特性与工程环境重点实验室,天津,300384
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2017.08.031
  CLC： P315.9
- Online First：05 June 2018，
  
  Published：2017
- 稿件说明：
移动端阅览
XU Ying, LIANG Jian-wen, LIU Zhong-xian. Diffraction of Rayleigh waves around a circular cavity in poroelastic half-space[J]. 2017, 38(8): 2411-2424.
DOI：

XU Ying, LIANG Jian-wen, LIU Zhong-xian. Diffraction of Rayleigh waves around a circular cavity in poroelastic half-space[J]. 2017, 38(8): 2411-2424. DOI： 10.16285/j.rsm.2017.08.031.

摘要

基于Biot的两相介质理论，采用间接边界积分方程法，求解了Rayleigh波在饱和半空间中圆形洞室周围的二维散射问题，分析了入射波频率、孔隙率、边界渗透条件和洞室埋深等参数对地表位移幅值、洞室表面和地表孔隙水压力的影响。研究结果表明，由于圆形洞室的存在，饱和半空间地表位移幅值和地表孔隙水压被明显放大：在透水条件下，水平和竖向位移最大值分别比自由场放大了10.1倍和11.2倍；在不透水条件下，水平和竖向位移最大值分别比自由场放大了12.0倍和9.6倍，地表孔隙水压力放大了2.1～3.0倍。地表位移和孔隙水压力最大值均出现在入射波近端洞室边界附近。随着Rayleigh波入射频率的增大和洞室埋深的增加，地表位移幅值的放大作用有所减小。在相同孔隙率条件下，当入射频率为1.0时，洞室表面孔隙水压力最大；当入射频率为2.0时，洞室表面孔隙水压力最小，洞室表面最大孔隙水压力出现在洞室顶部。

Abstract

In this paper

the diffraction of Rayleigh waves around a circular cavity in poroelastic half-space was investigated by indirect boundary integral equation method based on the Biot’s two-phase medium theory. The impacts of incident wave frequencies

porosities

drainage boundary conditions and depths of cavity on the displacement and pore pressure responses were discussed in detail. The results show that the existence of circular cavity amplifies the surface displacement and pore pressure in poroelastic half-space. The peak values of horizontal and vertical surface displacement were enlarged by 10.1 times and 11.2 times respectively for drained boundary

and enlarged by 12.0 times and 9.6 times respectively for undrained boundary. The peak value of surface pore pressure increases by 2.1 to 3.0 times compared with the free field responses. The peak values of displacement and pore pressure responses were both found at the cavity boundary close to the incident wave. With the increase of incident wave frequency or cavity depth

the amplification effect was weakened. The maximum pore pressure around cavity was found at the top of the cavity. For constant porosity

the pore pressure around cavity will reach the highest level when the incident frequency is 1.0 and reach the lowest level when the incident frequency is 2.0.

关键词

Keywords

references

Views

140

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Analysis of rocking vibrations of a foundation on saturated soil excited by Rayleigh waves

Diffraction of plane P waves around a local fault

Ultrawide low frequency bandgap characteristics and seismic isolation of surface wave metabarriers with double resonant cavities

Physical-mechanical properties and durability analysis of foamed lightweight soil based on excavated soil and fly ash

Anti-erosion mechanisms of microbially induced calcium carbonate precipitation-vegetation synergistic slope protection

Related Author

WANG Peng

WANG Jun

CAI Yuan-qiang

DING Guang-ya

LIANG Jian-wen

FENG Ling-xiang

BA Zhen-ning

DING Lan

Related Institution

College of Architecture and Civil Engineering, Wenzhou University

College of Architecture and Civil Engineering, Zhejiang University

Department of Civil Engineering, Tianjin University

Faculty of Engineering, China University of Geosciences

School of Civil Engineering and Architecture, Wuhan Institute of Technology

AI问答

⁰