水与流体饱和孔隙介质界面上非镜面反射声场的实验研究

用光学法和发射-接收法研究了水与流体饱和孔隙介质界面上声波的非镜面反射声场．测量了入射角θ_i为16°－80°范围内的反射系数R，记录了θ_i在Rayleigh波临界角θ_c附近±4°范围内两束反射波的反射角、波束位移△、波形和频谱．实验发现：(1)在θ_c附近±4°范围内，观察到θ_i两束反射波A和B，其中波束B沿界面有波束位移△，实验测出△随θ_i增大而减小，并非在θ_i=θ_c时最大．(2)反射角等于θ_i的波束的频谱很接近于入射波的频谱，反射角等于θ_c的波束的频谱相对于入射波有频谱的负偏移．(3)波束A的相位与发射换能器直达波的相位一致，波束B的相位与波束A相反     

Scattering of seismic waves by cracks in multi-layered geological regions: II. Numerical results

The mechanical model for plane strain, time-harmonic seismic wave propagation problems in cracked, multi-layered geological regions with surface topography and non-parallel interfaces was described in the first part of this work. Here, this model is used to investigate the response of such a region to the presence of traveling elastic waves generated by a seismic source. The computational methodology that was developed in the first part is based on a combination of both the regular (displacement-based) and the hypersingular (traction-based) Boundary Integral Equation Method (BIEM). First, the accuracy and convergence characteristics of this hybrid BIEM are studied. Then, a series of problems involving four different configurations of a reference geological deposit with both interface and internal cracks are solved, for a loading that is due to a seismically-induced pressure wave propagating upwards from the underlying rigid half-plane. The purpose of the numerical study is to investigate the influence of various key parameters of the problem, such as frequency and incidence angle of the incoming wave, size of the surface relief, location and size of the buried cracks, interaction effects between cracks and finally the presence of layers, on both the scattered displacement field and the stress concentration field.     

Rocking response of flexible circular foundations on layered media

The analysis of the response of a flexible circular foundation on layered media due to an arbitrarily distributed vertical loading is presented. The analysis is based on the ‘ring method’ approach, i.e. discretization of the foundation in a set of concentric rings. The arbitrarily distributed loading is expanded in the circumferential direction in a Fourier series. The influence coefficient matrix of soil for each element of the series is evaluated utilizing the stiffness matrix approach. The stiffness matrix of the foundation is obtained from the finite difference energy method approach. Numerical examples illustrate the influence of several soil-foundation parameters on the rocking response of a foundation. Results are presented in terms of displacement and soil reaction distributions and impedance functions point to significantly different responses of flexible and rigid foundations.     

对称化测量高频电磁波测井的优化组合研究

采用对称化测量可克服现有单发双收高频电磁波测井仪器（ＤＰＴ）由于收－发不对称结构导致的幅度比测井曲线严重失真的缺陷，提高ＤＰＴ的纵向分辨率．通过对二线非均质测井环境下ＤＰＴ响应的数值模拟，指出选用原频率较低、源距较长仪器的相位差测量与源频率较高、源距较短仪器的幅度比测量进行组合，可获得高品质的视介电常数和视电阻率曲线，显著提高ＤＰＴ的资料解释能力．这里源频率的恰当选择起着关键作用．     

The MT inversion for conductivity anisotropy and EDA precursor，stress field and deformationbandintheEarthsdeepcrust

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Harmonic wave propagation through viscoelastic heterogeneous media exhibiting mild stochasticity - I. Fundamental solutions

This work examines the propagation of time harmonic, horizontally polarized shear waves through a naturally occurring heterogeneous medium that exhibits viscous behaviour as well as random fluctuations of its elastic modulus about a mean value. As a first step, the governing equation, which is a heterogeneous Helmholtz equation, is solved using algebraic transformations and the relevant Green's function is obtained for two sets of boundary conditions, one corresponding to a finite depth layer and the other to an infinite layer. Viscous material behaviour is introduced by considering the depth-dependent elastic modulus to be a complex quantity. Subsequently, material stochasticity in the medium is handled through the perturbation approach by assuming that the elastic modulus has a small random fluctuation about its mean value. The final results are closed-form expressions for the mean value and covariance matrix of both the wave speed profile in the medium and the corresponding Green's function. In Part II, (Soil Dynam. Earth. Engng, 1996,15, 129-39), two examples concerning seismic wave propagation in soft topsoil and in sandstone serve to illustrate the methodology and comparisons are made with Monte Carlo simulations.