岩土力学 ›› 2022, Vol. 43 ›› Issue (6): 1683-1693.doi: 10.16285/j.rsm.2021.1569

• 数值分析 • 上一篇    下一篇

地下浅部异质体对表面波场谱扰动分析

柴华友1,柯文汇2,柴扬斐3,朱红西2,王贤达3,刘欢1   

  1. 1. 武汉工程大学 土木工程与建筑学院,湖北 武汉 430073;2. 武汉市市政建设集团有限公司,湖北 武汉 430023; 3. 中铁建电气化局集团南方工程有限公司,湖北 武汉 430070
  • 收稿日期:2021-09-20 修回日期:2022-03-08 出版日期:2022-06-21 发布日期:2022-06-30
  • 通讯作者: 柯文汇,男,1987年生,博士,高级工程师,主要从事岩土工程、地下工程等领域的建造管理与科研工作。E-mail: kewenhui1989@126.com E-mail:chy_rsm@hotmail.com
  • 作者简介:柴华友,男,1965年生,博士,教授,主要从事多相介质动力响应及波动特性研究。
  • 基金资助:
    国家自然科学基金面上项目(No.41474113);武汉工程大学人才专项经费资助项目;湖北省建设科技计划项目(2019)。

Analysis of spectral changes of the surface wave-field caused by underground shallow heterogeneities

CHAI Hua-you1, KE Wen-hui2, CHAI Yang-fei3, ZHU Hong-xi2, WANG Xian-Da3, LIU Huan1   

  1. 1. School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan, Hubei 430073, China; 2. Wuhan Municipal Construction Group Co., Ltd., Wuhan, Hubei 430023, China; 3. Southern Engineering Co., Ltd. of China Railway Construction Electrification Bureau Group, Wuhan, Hubei 430070, China
  • Received:2021-09-20 Revised:2022-03-08 Online:2022-06-21 Published:2022-06-30
  • Supported by:
    This work was supported by the General Program of National Natural Science Foundation of China (41474113), the Talent Project of Wuhan Institute of Technology and the Plan Project of Construction Science and Technology of Hubei Province (2019).

摘要: 均匀半无限体中表面源激发近表面波场由瑞利波主导,当浅部存在异质体,前行瑞利波发生散射,异质体周围表面波场响应谱发生变化。当异质体长度相对波长较大时,由异质体上方表面质点响应谱提取绕射波频散曲线可分析异质体与周围介质刚度差异对绕射波传播特性的影响。与含软层或硬层半无限体中瑞利波特性比较,可以发现绕射波具有与瑞利波类似的传播特性。异质体上方谱变化特征与异质体和周围介质间刚度差异有关,本研究基于异质体绕射波与入射瑞利波位移结构差异解释谱变化现象。结果表明:异质体上方谱与周围谱明显不同,在偏移距−波长域,相对于前方波场,软质体上方谱密度整体呈减弱趋势,硬质体上方谱密度整体呈增强趋势。根据谱密度变化对应偏移距、波长及谱密度强弱,可以预估异质体在传播方向的位置、埋深,并识别异质体类型。

关键词: 异质体, 瑞利波, 波散射, 位移结构, 谱变化

Abstract: In homogenous half spaces, the wave-fields in the shallow depth are dominated by Rayleigh waves elicited by surface sources. When the forward Rayleigh waves encounter a shallow heterogeneity, the surface response spectrum over the heterogeneity is changed. When the length of the heterogeneity is significantly long compared to the wavelength of the forward Rayleigh waves, the effects of the stiffness contrast between the heterogeneity and the surrounding soil on the behavior of the diffracted waves are analyzed from the dispersion curves extracted from the spectrum performed on the surface response over the heterogeneity. Compared to Rayleigh waves in the half space containing the soft or hard soil layer, it can be found that the behavior of the diffracted waves is similar to that of Rayleigh waves. The spectral changes over the heterogeneity are related to the stiffness contrast. The phenomena of the spectral changes are explained using the displacement structure differences between the diffracted waves and the incident Rayleigh waves. It is shown from the results that the spectrum over the heterogeneity is obviously different from those in front of and behind the heterogeneity. In the offset-wavelength domain, compared to the spectrum in front of the heterogeneity, the spectral density decreases as a whole over a soft heterogeneity, while the spectral density increases over a hard heterogeneity. The location and the burial depth of a suspected heterogeneity can be estimated from the offsets and the wavelengths corresponding to the spectral changes, respectively. The type of the heterogeneity can be identified from the relative decrease or increase in the spectral density.

Key words: heterogeneity, Rayleigh waves, wave scattering, displacement structure, spectral change

中图分类号: 

  • O 451
[1] 王立安, 赵建昌, 余云燕, . 瑞利波在非均匀饱和地基中的传播特性[J]. 岩土力学, 2020, 41(6): 1983-1990.
[2] 刘中宪, 王治坤, 梁建文, 王楚楚, . 基于球面波势函数基本解方法的弹性波 三维散射与动应力求解[J]. 岩土力学, 2019, 40(7): 2730-2738.
[3] 柴华友, 柯文汇, 陈健, 王章琼, 黄祥国, . 规则层状弹性介质中基阶模态瑞利波 频散曲线计算新方法[J]. 岩土力学, 2019, 40(12): 4873-4880.
[4] 柴华友,李天斌,陈 健,张电吉,. 埋入源下半无限体中瑞利波可激性研究[J]. , 2017, 38(9): 2480-2486.
[5] 柴华友,柯文汇,黄祥国,李忠超,李天祥,. 表面源激发的瑞利波传播特性分析[J]. , 2017, 38(2): 325-332.
[6] 柴华友,李天斌,张电吉,陈 健,吴巧云,柴修伟,. 饱和多孔介质表面透水性对表面波传播特性影响薄层分析法[J]. , 2016, 37(12): 3371-3379.
[7] 杨天春,. 基于附加层法的非规则剖面的瑞利波频散特性研究[J]. , 2013, 34(12): 3365-3371.
[8] 陈志刚. SH波作用下各向异性弹性半空间中浅埋圆孔附近的动应力集中研究[J]. , 2012, 33(3): 899-905.
[9] 黄 达 ,金华辉 . 土石比对碎石土强夯地基加固效果影响规律瑞利波检测分析[J]. , 2012, 33(10): 3067-3072.
[10] 柴华友,韦昌富. 刚度缓变介质中瑞利波特性[J]. , 2009, 30(9): 2545-2551.
[11] 赵嘉喜,齐 辉,杨在林. 含有部分脱胶的浅埋圆夹杂对SH波的散射[J]. , 2009, 30(5): 1297-1302.
[12] 黄茂松,任 青,周仁义,黄绍铭. 层状地基中瑞利波随深度的衰减特性[J]. , 2009, 30(1): 113-117.
[13] 柴华友,卢应发,李 祺,刘明贵. 半无限介质内异质体方位探测数值研究[J]. , 2007, 28(1): 188-192.
[14] 柴华友 ,白世伟 ,刘明贵 ,卢应发 . 瑞利波特性刚度矩阵分析方法[J]. , 2006, 27(2): 209-213.
[15] 高广运 ,李志毅 ,邱 畅,. 填充沟屏障远场被动隔振三维分析[J]. , 2005, 26(8): 1184-1188.
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