地震孕育体源流变模型(三)--前兆场

在三维流变介质体源孕震模型的粘弹性位移场与应变场理论基础上,建立了流变介质体源孕震模型的前兆场理论解,导出了流变介质中任意一点（x,y,z）的地倾斜、地下水位、电阻率的粘弹性解析解,并对地电阻率的应用作了初步分析,为地震孕育过程中前兆分析提供了一定的理论基础.      

青藏块体东北缘弹性块体边界负位错反演与强震地点预测

利用青藏块体东北缘1993——1999年、1999——2001年和2001——2003年3个时段的GPS水平运动速度场成果,通过研究建立的弹性块体边界负位错模型反演,给出该区构造块体及其边界断裂运动与变形差异、构造应变场时空分布、高应变能积累部位以及强度的定性分析和定量描述. 在充分考虑区域构造及块体应变的前提下,研究与该区6级左右及6级以上地震地点预测相关的背景性前兆的共性特征.      

Simplified Method for the Assessment of the Stiffness Anisotropy of Rocks at Small Strains

Summary A new, practically applicable method for characterizing the stiffness anisotropy of rocks is presented. The anisotropy of geo-materials is often ignored in engineering applications, with potentially serious ramifications, because of the number of parameters required for characterization. The elastic anisotropy has often been considered to be a function of mathematical symmetry, and the restrictions due to layering, microcracking and granularity of the materials have not been considered in the assessment of the anisotropy. The practicality of the method proposed here is achieved by rationally reducing the number of independent anisotropy parameters, typically 9 for orthotropic anisotropy, to a system of 4 independent parameters through a systematic theoretical and experimental analysis of these structural restrictions. These 4 parameters are shown to be sufficient for describing the anisotropy of some rocks and sands at small strains, and parameter determination by back-analysis is demonstrated to be stable using appropriate measurement systems involving 9 elastic wave velocities even when the directions of anisotropic axes are unknown and the velocity data contains appreciable error.     

Generalized Born scattering of elastic waves in 3-D media

It is well known that when a seismic wave propagates through an elastic medium with gradients in the parameters which describe it (e.g. slowness and density), energy is scattered from the incident wave generating low-frequency partial reflections. Many approximate solutions to the wave equation, e.g. geometrical ray theory (GRT), Maslov theory and Gaussian beams, do not model these signals. The problem of describing partial reflections in 1-D media has been extensively studied in the seismic literature and considerable progress has been made using iterative techniques based on WKBJ, Airy or Langer type ansätze. In this paper we derive a first-order scattering formalism to describe partial reflections in 3-D media. The correction term describing the scattered energy is developed as a volume integral over terms dependent upon the first spatial derivatives (gradients) of the parameters describing the medium and the solution. The relationship we derive could, in principle, be used as the basis for an iterative scheme but the computational expense, particularly for elastic media, will usually prohibit this approach. The result we obtain is closely related to the usual Born approximation, but differs in that the scattering term is not derived from a perturbation to a background model, but rather from the error in an approximate Green's function. We examine analytically the relationship between the results produced by the new formalism and the usual Born approximation for a medium which has no long-wavelength heterogeneities. We show that in such a case the two methods agree approximately as expected, but that in a media with heterogeneities of all wavelengths the new gradient scattering formalism is superior. We establish analytically the connection between the formalism developed here and the iterative approach based on the WKBJ solution which has been used previously in 1-D media. Numerical examples are shown to illustrate the examples discussed.     

油气检测多技术联合在B油田的应用研究

B油气田处于开发初期,钻井少,目标区内含气储层边界认识不清,直接影响油田储量准确计算及后期开发井网部署和优化。为准确落实油田含气储层边界,利用分频能量衰减技术、AVO分析技术以及叠前弹性参数反演等多技术结合,并与已钻井相互印证,开展目标区含气储层地震响应特征分析,进而准确预测目标区含气储层边界。分析表明,受地震波衰减特性的影响,目标区含气储层具有低频能量增加、高频能量减弱的“低频共振、高频衰减特征;通过已钻井AVO正演分析可以判定目标区含气储层属于第Ⅲ类AVO异常,其地震正振幅随偏移距的增大而增强;岩石物理参数中,拉梅系数、泊松比、纵横波速度比为含气砂岩敏感参数,且泊松比区分含气砂岩的效果最好,可较好地反映含气储层平面分布。分频能量衰减、AVO分析及叠前弹性参数反演能较好地检测含气储层,多技术结合相互印证有助于提高含气储层边界预测精度,为目标区储量准确计算和开发井网部署优化提供支持。     

土坝体隐患弹性波探测中的横波优势

用于土坝体隐患探测中的弹性波波媒主要包括纵波、横波、表面波等等,由于组成土坝体不同介质结构特有的弹性波波速特性,选择横波作为弹性波勘探的波媒具有比纵波优越的地球物理前提条件,而且通常具有能量强、分辨率高、波成分相对简单、易于对比分辨(极性特征)等特点;当然,横波具有主频频率低、激发效率低等不利特征.但综合来看,在土坝体隐患探测中,选择弹性波勘探方法,还是以横波作为波媒具有明显优势.     

引入非线性瞬时弹性模量的软土流变模型

软土是一种非线性流变物质,但现行流变模型却忽略了加载瞬时的非线性变形;软土流变试验参数是数学模型参数而非物理模型参数,一个土样一般只对应一种材料参数,但现行流变模型的模型参数常随着荷载变化,且变化无规律,离散性大。基于以有机质为流变相物质的人工土试样室内一维压缩蠕变试验,建立了各级荷载作用下具有相同模型参数的7组件流变模型,用非线性弹簧H描述软土加载瞬时弹塑性变形、并联的三元件组件模拟软土随时间变化的黏弹塑变形。结果表明：引入三次非线性瞬时弹性模量的7组件流变模型能够较准确地反映软土的流变特性。     

The effect of an interface boundary layer on the resonance properties of a buried structure

This paper presents a model for the analysis of the diffraction of plane waves at a cavity in an infinite homogeneous linear elastic medium supported by a segmented lining. An elastic boundary layer is introduced between the cavity lining and the infinite medium. The boundary layer is simulated by ‘elastic boundary conditions’ in which the stress is proportional to the relative displacement of the lining and of the surrounding medium boundary. A closed‐form analytical solution of the problem was obtained using the Fourier–Bessel series, the convergence of which was proven. It was shown that the number of series terms required to obtain a desired level of accuracy can be determined in advance. Using amplitude–frequency response analysis it was shown that the boundary layer produces additional ‘pseudo‐resonance’ frequencies that depend on the layer properties. These frequencies are almost identical to the eigenvalues obtained from the simple analysis of a segmented elastically supported lining. Copyright © 2003 John Wiley & Sons, Ltd.     

地球自由振荡弹性简正模研究进展与展望

在构建现代地球模型时,地球内部分层结构主要是根据地震波资料确定的;而地球内部密度及弹性参数,特别是地幔以下大尺度结构的密度分布,则主要是根据地球自由振荡的弹性简正模观测资料确定的.本文概述了地球自由振荡简正模本征值的求解理论和方法,介绍了球型和环型模态位移场表达式,讨论了地球自由振荡模态的衰减、分裂与耦合效应;总结了多线态分裂谱线探测和分裂参数估计的方法,综述了利用弹性简正模开展地震矩张量、地球三维非均匀性结构和内核超速旋转约束与反演研究的主要进展和存在的问题.最后作为展望,本文还讨论了地球自由振荡简正模的未来研究趋势.     

埋藏条件下碳酸盐岩实验室溶蚀作用模拟的热力学模型与地质勘探方向——以陕甘宁盆地下奥陶统马家沟组第五段为例

陕甘宁盆地下奥陶统马家沟组五段为潮坪相碳酸盐岩夹蒸发盐沉积。马五段经历了多期复杂的成岩作用，其中溶蚀作用对马五段影响深刻。首次引用热力学理论对埋藏条件下碳酸盐岩溶蚀作用进行了理论分析和计算。其结果表明碳酸盐岩在埋藏成岩的不同温度压力条件下，酸性介质中溶解反应的吉布斯自由能均为负值，说明反应可自动向方解石、白云石溶解的方向进行，并随着温压的升高溶解的趋势增大，而且白云石溶解的趋势比方解石更大。碳酸盐岩溶蚀作用是受热力学规律支配的自然地质作用。碳酸盐岩溶蚀实验模拟的热力学数学模型对陕甘宁盆地油气田勘探具有重大的理论意义和实际应用价值。