地震纵波作用下弧形沉积渠道的动态响应
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摘要
借助Biot多孔介质波动理论,采用多极坐标和复变函数方法,对弧形沉积渠道在入射地震纵波作用下的动态响应问题进行了研究.首先利用复变函数求解半空间多孔介质和弧形沉积渠道中满足Helmholtz方程的复势函数在极坐标下的通解;然后在复平面极坐标下把半空间多孔介质和弧形沉积渠道中的应力、位移和孔压用各自的势函数通解表示出来,并构建两个半径不等的大圆弧分别表示半空间直边界和沉积渠道结构直边界,随后利用两个大圆弧边界条件、半空间多孔介质和沉积渠道结构的交界面的连续条件及透水条件列出一组方程组,并对其联立求解得出未知系数值,从而求出两种介质中的势函数的特解;最后用所求的势函数特解求解并讨论了半空间多孔介质与沉积渠道交界处动应力集中系数和孔压集中系数在不同的参数条件下的分布及规律.
In terms of Biot's dynamic theory,the methods of the multi-polar coordinate and the complex function are used to solve the problem of the dynamic response of circular-arc sedimentary channel under seismic P-wave.The equations of the steady-state Biot wave motion are decoupled to Helmholtz equations by introducing potential functions and the general solution is obtained.Utilizing the general solution of the potential functions,expressions for the displacements,stresses and pore pressures within the porous media and the sedimentary channel can be obtained for certain boundary conditions.Here,two circular-arc with large radius are used to simulate the straight boundary of the porous media half-space.With different parameter conditions,Numerical results are shown and some laws are given and discussed.
引文
[1]Biot M A.General solutions of the equation of elasticity and consolidation for a porous material[J].Journal of Applied Mechanics,1956,78:91-95.
    [2]Biot M A.Theory of propagation of elastic waves in a fluid saturated porous solid.I.Lowfrequency range[J].The Journal of the Acoustical Society of America,1956,28(2):168-178.
    [3]Biot M A.Theory of propagation of elastic waves in a fluid saturated porous solid.II.Higher frequency range[J].The Journal of the Acoustical Society of America,1956,28(2):179-191.
    [4]陆建飞,王建华,饱和土中的任意形状孔洞对弹性波的散射,力学学报,2002,34(6):904-913.(Lu J F,Wang J H.The scattering of elastic waves by holes of arbitrary shapes in saturated soil[J]Acta Mechanica Sinica,2002,34(6):904-913.(in chinese))
    [5]周香莲,周光明,王建华,饱和土中圆形衬砌结构对弹性波的散射,岩石力学与工程学报,2005,24(9):1572-1576.(Zhou X L,Zhou G M,Wang J H.Scattering of elastic waves by circular cavity with lining in saturated soil[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(9):1572-1576.(in chinese))
    [6]姜领发,王建华,周香莲,半空间饱和土中圆形衬砌对弹性压缩波的散射.岩土力学,2008,29(2):315-320.(Zhou X L,Zhou G M,Wang J H.Scattering of elastic waves by circular cavity with lining in saturated soil[J].Rock and Soil Mechanics,2008,29(2):315-320.(in chinese))

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