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三维半球形凹陷饱和土场地对平面P波散射问题的解析解 被引量:16

An analytic solution for the diffraction of plane P-wave by three-dimensional hemispherical canyons in a fluid-saturated porous media 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级数展开法,得到饱和多孔介质半空间中半球形凹陷地形对入射平面P波三维散射问题的解析解.利用这一解析解数值计算给出地表位移幅值,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和两相介质情况下二维圆弧形凹陷问题得到的结论进行对比. On the basis of the Biot dynamic theory, we obtain an analytic solution of three-dimensional scattering and diffraction by hemispherical canyons in a fluid saturated porous media half space to plane P-wave incidence. 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, and the effects of frequency and angle of incident wave on the surface displacement amplitudes are discussed. These results are compared with those for the same situation but with an elastic one-phase media and two-dimensional circular cylindrical canyons regarded as two-phase media, respectively.
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3期680-688,共9页 Chinese Journal of Geophysics
基金 国家自然科学基金项目 (5 0 4780 62 ) 北京市自然科学基金 (80 5 2 0 15 )联合资助
关键词 饱和多孔介质 半球形凹陷地形 解析解 Fluid-saturated porous medium, Hemispherical canyon, Analytic solution
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参考文献16

  • 1胡亚元,王立忠,陈云敏,吴世明,张忠苗.饱和土中平面应变波在圆柱体上的散射和折射[J].地震学报,1998,20(3):300-307. 被引量:20
  • 2Singh S K, Mena E, Castro R. Some aspects of source characteristics of 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
  • 3Trifunac M D. Scattering of plane SH wave by a semi-cylindrical canyon. Soil Dynamics and Earthquake Engineering, 1973, 1:267 - 281
  • 4Todorovska 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
  • 5Wong 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
  • 6Cao 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
  • 7Lee V W, Cao H. Diffraction of SV by circular canyons of various depth. Journal of Engineering Mechanics , ASCE , 1989, 115(9):2035 - 2056
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二级参考文献16

  • 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
  • 3Trifunac M D. Scattering of plane SH wave by a semi-cylindrical canyon. Earthquake Eng. Struct. Dyn.,1973, 1:267-281.
  • 4Todorovska M. Lee V W. Surface motion of shallow circular alluvial valleys for incident plane SH waves: analytical solution. Soil Dyn.Earthquake Engng., 1991, 10(4) : 192 - 200.
  • 5Wong H L, Trifunac M D. Surface motion of semi-elliptical alluvial valley for incident plane SH waves. Bull. Seism. Soc. Am., 1974,64(1) : 1389-1408.
  • 6YUAN Xiaoming, LIAO Zhenpeng. Scattering of plane SH wave by a cylindrical alluvial valley of circular-arc cross-section. Earthquake Eng.Struct.Dyn., 1995,24(1):1303-1313.
  • 7Cao H, Lee V W. Scattering and diffraction of plane P waves by circular-cylindrical canyons with variable depth-to-width ratio. Soil Dyn. Earthquake Engng,, 1990, 9(3) : 141 - 150.
  • 8Lee V W, Cao H. Diffraction of SV by circular canyons of various depth. J. Eng. Mech., ASCE, 1989, 115(9):2035 - 2056.
  • 9Biot M A, Theory of propagation of elastic wave in fluid-saturated porous soil, J. Acoust, Soc. Am., 1956, 28(2) : 168 - 178.
  • 10Deresiewicz H. The effect of boundaries wave propagation in a liquidfilled porous solid. Bull.Seism.Soc.Am., 1962, 52:595-625.

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引证文献16

二级引证文献107

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