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半球形凹陷饱和土半空间对入射平面SV波三维散射问题的解析解 被引量:13

An analytic solution for the three-dimensional diffraction of plane SV-waves by hemispherical canyons in a fluid-saturated porous medium half space
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摘要 以Biot饱和多孔介质动力学理论为基础,利用Fourier-Bessel级展开法,给出了饱和多孔介质半空间中半球形凹陷地形对入射平面SV波散射问题的解析解.利用这一解析解数值计算地表位移幅值,分析入射角、入射波频率对地表位移幅值的影响,并与现存的单相介质情况下三维半球形凹陷问题解析解进行对比得出如下结论:(1)本文两相介质模型与单相介质模型有很大区别;(2)入射角、入射频率对场地表面位移分量有重要影响;(3)随着入射角、入射频率的增大,地表位移分布变得更复杂,且放大效应比单相介质模拟结果更加显著. In this paper, an analytic solution for the three-dimensional scattering and diffraction of plane SVwaves by a hemispherical canyon in fluid saturated porous media haft space is derived by using the Biot dynamic theory. The Fourier-Bessel series expansion technique is used to get the analytic solution for the first time. The results of surface displacement amplitudes are presented, the effects of frequency and angles of incident waves on the surface displacement amplitudes are discussed. These results are compared with those from the same situation but with an elastic one-phase medium. Based on numerical results, we conclude: (1)there is a significant difference between the previous single-phase model and the present two-phase model; (2) the normalized displacements on the free surface of alluvial valley are mainly dependent on the incident wave angles, the dimensionless frequency of the incident SV-waves; (3)with the increases of the incident angle, frequency, the displacements become more complicated ; and the amplification of the displacement on the free surface of alluvial valley is more prominent than that modeled by single-phase.
作者 董俊 赵成刚
出处 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2005年第6期1412-1421,共10页 Chinese Journal of Geophysics
基金 国家自然科学基金项目(50478062) 北京市自然科学基金项目(8052015)资助
关键词 饱和多孔介质 半球形凹陷地形 解析解 Fluid-saturated porous media, Hemispherical canyon, Analytic solution
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参考文献19

  • 1Anderson J G, Bodin P, Brune J N, et al. Strong ground motion from the Michoacan, Mexico, earthquake. Science, 1986, 233(478): 1043 ~ 1049.
  • 2Trifunac M D. Scattering of plane SH wave by a semi-cylindrical canyon. Soil Dynamics and Earthquake Engineering, 1973, 1:267~ 281.
  • 3Todorovska M, Lee V W. Surface motion of shallow circular alluvial valleys for incident plane SH waves: analytical solution. Soil Dynamics and Earthquake Engineering, 1991, 10(4): 192 ~ 200.
  • 4Wong H L, Trifunac M D. Surface motion of semi-elliptical alluvial valley for incident plane SH waves. Bulletin of Seismological Society of America, 1974, 64(1): 1389~1408.
  • 5Cao H, Lee V W. Scattering and diffraction of plane P waves by circular-cylindrical canyons with variable depth-to-width ratio. Soil Dynamics and Earthquake Engineering, 1990, 9(3): 141 ~ 150.
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  • 10李伟华,赵成刚.圆弧形凹陷饱和土场地对平面P波散射问题的解析解[J].地球物理学报,2003,46(4):539-546. 被引量:28

二级参考文献44

  • 1房营光.二维地表相邻多个半圆弧沟谷对SH波的散射[J].地震工程与工程振动,1995,15(1):85-91. 被引量:6
  • 2杨峻,吴世明,蔡袁强.饱和土中弹性波的传播特性[J].振动工程学报,1996,9(2):128-137. 被引量:43
  • 3[1]Singh S K, Mena E, Castro R. Some aspects of source characteristicsof the 19 September 1985 Michoacan earthquake and ground motion amplification in and near Mexico City from strong motion data.Bulletin of Seismological Society of America, 1988, 78(2): 451
  • 4[2]Trifunac M D. Surface motion of semi-cylindrical alluvial valley for incident plane SH waves. Bulletin of Seismological Society of America, 1971, 61:1755 ~ 1770
  • 5[3]Wong H L, Trifunac M D. Surface motion of semi-elliptical alluvial valley for incident plane SH waves. Bulletin of Seismological Society of America, 1974, 64(1): 1389~1408
  • 6[4]Todorovska M, Lee V W. Surface motion of shallow circular alluvial valleys for incident plane SH waves: analytical solution. Soil Dynamics and Earthquake Engineering, 1991, 4:192 ~ 200
  • 7[5]Yuan X M, Liao Z P. Scattering of plane SH wave by a cylindrical alluvial valley of circular-arc cross-section. Earthquake engineering and Structure Dynamics, 1995, 24 (1):1303 ~ 1313
  • 8[6]Cao H, Lee V W. Scattering and diffraction of plane P waves by circular-cylindrical canyons with variable depth-to-width ratio. Soil Dynamics and Earthquake Engineering, 1990, 9(3): 141 ~ 150
  • 9[7]Lee V W, Cao H. Diffraction of SV by circular canyons of various depth. Journal of Engineering Mechanics, ASCE , 1989, 115(9):2035 ~ 2056
  • 10[10]Biot M A. Theory of propagation of elastic wave in fluid-saturated porous soil. The Journal of the Acoustical Society of America, 1956,28(2): 168 ~ 178

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