岩土力学 ›› 2021, Vol. 42 ›› Issue (11): 3126-3136.doi: 10.16285/j.rsm.2021.0310

• 岩土工程研究 • 上一篇    下一篇

层状半无限体浅部洞穴对表面响应谱扰动

柴华友1,柯文汇2,朱红西2,柴扬斐3,王贤达3   

  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:2021-03-01 修回日期:2021-08-23 出版日期:2021-11-11 发布日期:2021-11-12
  • 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、地下工程等领域建造管理与科研。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);湖北省建设科技计划项目(2019)。

Disturbances in surface response spectra caused by shallow cavities in layered half spaces

CHAI Hua-you1, KE Wen-hui2, ZHU Hong-xi2, CHAI Yang-fei3, WANG Xian-da3   

  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. The Southern Engineering Co. Ltd. of China Railway Construction Electrification Bureau Group, Wuhan, Hubei 430070, China
  • Received:2021-03-01 Revised:2021-08-23 Online:2021-11-11 Published:2021-11-12
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41474113) and the Plan Project of Construction Science and Technology of Hubei Province (2019).

摘要: 层状半无限体中瑞利波具有频散特性,不同频率成分瑞利波具有不同可激性。当层状介质下覆半无限体出现充气洞穴时,入射瑞利波遇洞穴发生散射。以层特性参数及厚度与洞穴上方层状介质相同的层状板研究板波传播特性,分析埋深(板厚)/波长比值对板波与入射瑞利波传播特性差异影响。由频率-相速度域洞穴上方数值模拟响应谱得到绕射波频散,与层状板中波频散曲线比较,分析主导绕射波。结果表明:主导绕射波传播特性类似于基阶板波,当入射瑞利波波长大于埋深,洞穴绕射波相速度低于瑞利波速,随着波长减小,逐渐趋于瑞利波速。与基阶瑞利波位移结构相比,绕射波位移随深度变化平缓,变化与分层结构及频率有关。绕射波位移结构导致表面振动能量减弱,不同频率成分,能量减弱程度不同。这种现象是洞穴对表面响应谱扰动主要特征,由偏移距-频率域表面响应谱扰动特征可以预测洞穴在传播方向位置。

关键词: 层状半无限体, 频散, 散射波, 谱扰动, 洞穴

Abstract: Rayleigh waves in layered half spaces are dispersive, and the excitabilities of Rayleigh waves are varied at different frequencies. When a cavity full of air is present in the underlying half space, the incident Raleigh waves are scattered at the cavity. In this paper, the waves in the layered plates are studied using the plates with the layer properties and thicknesses equal to those over the cavity. Effects of the ratio of buried depth (plate thickness) to wavelength on differences between the dispersion curves of the diffracted and Rayleigh waves are analyzed. The dispersion of the diffracted waves is obtained from the spectrum of synthetic responses over the cavity in the frequency-phase velocity domain. The dominant diffracted waves are identified by comparing the dispersion curves of the diffracted waves and the plate waves. It is shown from the results that the behavior of the dominant diffracted waves is similar to that of the fundamental plate waves; for the incidence of Rayleigh waves with the wavelength longer than the buried depth, the phase velocity of the diffracted waves is slower than that of Rayleigh waves; with the wavelength of incident Rayleigh waves decreases, the phase velocity of diffracted waves gradually approaches that of Rayleigh waves. Compared with the displacement structure of Rayleigh waves, the variation of the diffracted wave displacement with the depth is flatter. This variation is related to the layer structure and frequency. Due to the displacement structure of the diffracted waves, the vibration energy at the surface is reduced. The level of reduction is varied at different frequency components. This phenomenon is a major feature of the spectral disturbances caused by the presence of a cavity. The locations of a cavity can be identified from the spectral disturbances in the offset-frequency domain.

Key words: layered half space, dispersion, scattered waves, spectral disturbance, cavity

中图分类号: 

  • O 451
[1] 李绍毅. 土体饱和度对移动荷载引起多层非饱和 铁路地基振动的影响[J]. 岩土力学, 2021, 42(1): 151-159.
[2] 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.
[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,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.
[5] 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.
[6] 王国群 ,何开胜 . 堤防动物洞穴的探地雷达探测研究[J]. , 2006, 27(5): 838-841.
[7] 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.
[8] 刘超英,梁国钱 ,孙伯永,. 瞬态瑞雷波法在堤防防渗墙质量检测中的应用研究[J]. , 2005, 26(5): 809-812.
[9] 柴华友,卢应发,刘明贵,李 祺. 表面波谱分析影响因素研究[J]. , 2004, 25(3): 347-353.
[10] 刘明贵. 瞬态与稳态瑞利波法频散曲线等价性研究[J]. , 2003, 24(4): 500-504.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 沈 扬,周 建,龚晓南,刘汉龙,. 考虑主应力方向变化的原状软黏土应力应变性状试验研究[J]. , 2009, 30(12): 3720 -3726 .
[2] 李利平,李术才,张庆松. 岩溶地区隧道裂隙水突出力学机制研究[J]. , 2010, 31(2): 523 -528 .
[3] 张 文,王泽文,乐励华. 双重介质中的一类核素迁移数学模型及其反演[J]. , 2010, 31(2): 553 -558 .
[4] 李丽华,陈 轮,高盛焱. 翠湖湿地软土触变性试验研究[J]. , 2010, 31(3): 765 -768 .
[5] 胡亚元. 利用EVP模型确定堆载预压法的卸载时机[J]. , 2010, 31(6): 1827 -1832 .
[6] 章定文,韩文君,刘松玉. 初始应力各向异性状态下圆柱孔扩张机制分析[J]. , 2010, 31(S2): 104 -108 .
[7] 李克钢,侯克鹏,李 旺. 指标动态权重对边坡稳定性的影响研究[J]. , 2009, 30(2): 492 -496 .
[8] 洪 勇,孙 涛,栾茂田,郑孝玉,汪发武. 土工环剪仪的开发及其应用研究现状[J]. , 2009, 30(3): 628 -633 .
[9] 张乾兵,朱维申,李 勇,孙林锋,张 磊. 洞群模型试验中微型多点位移计的设计及应用[J]. , 2011, 32(2): 623 -628 .
[10] 李京爽,侯瑜京,徐泽平,梁建辉,张雪东,宋献慧. 砂土自由场地基水平垂直振动离心模拟试验[J]. , 2011, 32(S2): 208 -214 .