岩土力学 ›› 2019, Vol. 40 ›› Issue (1): 379-387.doi: 10.16285/j.rsm.2018.0447

• 数值分析 • 上一篇    下一篇

横观各向同性凸起地形对平面qP-qSV波的散射

巴振宁1, 2,周 旭1,梁建文1, 2   

  1. 1. 天津大学 土木工程系,天津300072;2. 天津大学 滨海土木工程结构与安全教育部重点实验室,天津 300072
  • 收稿日期:2018-03-25 出版日期:2019-01-11 发布日期:2019-01-31
  • 作者简介:巴振宁,男,1980年生,博士,教授,主要从事地震工程方面的研究工作
  • 基金资助:
    国家自然科学基金资助项目(No. 51578373,No. 51578372)。

Scattering of plane qP-qSV waves by a convex topography based on the transversely isotropic medium

BA Zhen-ning1, 2, ZHOU Xu1, LIANG Jian-wen1, 2   

  1. 1. Department of Civil Engineering, Tianjin University, Tianjin 300072, China; 2. Key Laboratory of Coastal Structures in Civil Engineering and Safety of Ministry of Education, Tianjin 300072, China
  • Received:2018-03-25 Online:2019-01-11 Published:2019-01-31
  • Supported by:
    This work was supported by the Natural Science Foundation of China (51578373, 51778413).

摘要: 为研究横观各向同性(TI)介质的凸起地形对平面qP-qSV波的散射问题,采用间接边界元法进行数值模拟,并且分别给出该问题在时域和频域内的解答。在求解过程中将计算模型分解为开口层状半空间域和闭合凸起域,同时将波场分解为自由波场和散射波场,自由波场可通过直接刚度法求得,散射波场由斜线荷载动力格林函数来模拟。频域结果表明,TI介质参数的改变导致了凸起和层状半空间动力特性的改变,进而导致了凸起与层状半空间动力相互作用机制的改变,使得不同TI介质参数对应的地表位移幅值显著不同。而时域结果表明,TI介质参数与波的传播方向均对qP波和qSV波的在凸起地形中的传播有着显著影响。另外,时域结果更为清晰地展示入射波、反射波和散射波的传播过程。

关键词: 凸起地形, 横观各向同性, 格林函数, 平面qP-qSV波, 间接边界元法

Abstract: To investigate scattering of plane qP-qSV waves induced by a convex topography with the transversely isotropic (TI) medium, the indirect boundary element method (IBEM) is used for the numerical simulation and the solutions of the plane qP-qSV waves scattering problem in both the frequency and time domain are given, respectively. In the process of solving, the calculation model is divided into open layered half-space region and close hill region, and the wave field is decomposed into free wave field and scattered wave field, the first of which can be solved by the direct stiffness method, and the second can be simulated by the dynamic Green’s function by applying the fictitious inclined uniformly distributed load. The results in frequency domain show that the different TI media can change the dynamic characteristics of hill and layered half-space, and alter the dynamic interaction mechanism between hill and layered half-space, making the surface displacements significantly different. The results in time domain indicate that the parameters of the TI media and incident directions of plane waves have significant effects on the propagation of qP-qSV waves around the hill. In addition, time domain results clearly show the transmission process of incident, reflected and scattered waves.

Key words: convex topography, transversely isotropic, Green’s function, qP-qSV waves, indirect boundary element method

中图分类号: 

  • TU 435
[1] 卢华喜, 徐路遥, 梁平英, 吴必涛. 凸起地形对铁路环境振动的影响分析[J]. 岩土力学, 2019, 40(4): 1561-1568.
[2] 王少杰,吕爱钟,张晓莉. 横观各向同性岩体中马蹄形隧洞的位移反分析方法[J]. , 2018, 39(S1): 495-504.
[3] 陆建飞,周慧明,刘 洋. 横观各向同性层状饱和土动力问题的反射、透射矩阵方法[J]. , 2018, 39(6): 2219-2226.
[4] 韩泽军,林 皋,周小文,杨林青. 横观各向同性层状地基动应力响应的求解与分析[J]. , 2018, 39(6): 2287-2294.
[5] 艾智勇,张逸帆,王路君, . 层状横观各向同性地基平面应变问题的扩展精细积分解[J]. , 2018, 39(5): 1885-1890.
[6] 王 蕉,楚锡华,姜清辉. 一个与弹性应变能相协调的脆性横观各向同性材料破坏准则[J]. , 2017, 38(8): 2221-2226.
[7] 杨以荣,谢红强,肖明砾,刘建锋,何江达, . 卸荷条件下横观各向同性岩体扩容与能量特性分析[J]. , 2017, 38(6): 1589-1599.
[8] 刘中宪,武凤娇,王 冬,张 海, . 弹性半空间夹杂群对平面SH波散射的快速多极多域边界元法模拟[J]. , 2017, 38(4): 1154-1163.
[9] 张志增 ,李小昌 ,王克忠,. 考虑剪应力作用时横观各向同性岩体中圆形巷道位移反分析的惟一性[J]. , 2016, 37(S2): 449-460.
[10] 郑长杰,丁选明,安淑红,. 横观各向同性地基中管桩扭转振动响应解析解[J]. , 2016, 37(9): 2477-2483.
[11] 艾智勇 ,张逸帆 , . 墙下条形基础与层状横观各向同性地基共同作用[J]. , 2016, 37(5): 1243-1248.
[12] 艾智勇 ,吴全龙 , . 横观各向同性地基上刚性矩形基础分析[J]. , 2015, 36(5): 1347-1351.
[13] 王炳军 ,肖洪天 ,孙凌志 ,岳中琦,. 无限域横观各向同性岩体介质中折线裂纹边界元方法[J]. , 2015, 36(3): 885-890.
[14] 王 珏,周 叮,刘伟庆,王曙光. 基于格林函数的相邻条形基础摇摆动力相互作用[J]. , 2015, 36(1): 97-103.
[15] 丁伯阳 ,徐 庭 ,潘晓东 ,李通坤 . 格林函数表象积分对打桩排水的计算[J]. , 2014, 35(7): 1935-1942.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!