共查询到18条相似文献，搜索用时 438 毫秒
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以岩体正交异性弹性理论为基础，用Ｘ射线法，在安宁河断裂带测区，选取了９个钻孔的岩芯，测量了岩体中宏观残余应力场的水平和铅直三维主应力及最大剪应力随深度的分布，分析了其沿深度的分布规律，求得了其铅直梯度值 相似文献
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以岩体正交异性弹性理论为基础，用Ｘ射线法，在安宁河断裂带测区，沿横过和平行断裂带的条测线，测量了岩体三维宏观残余应力，绘成了宏观残余应力场水平和铅直三维主分量水平分布等值线图水平和铅直最大剪应力水平分布等值线图及水平主应力线图，研究了此种场对大地震的控制作用。 相似文献
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以岩体正交异性弹性理论为基础,用X射线法,在安宁河断裂带测区,沿横过和平行断裂带的6条测线,测量了岩体三维宏观残余应力,绘成了宏观残余应力场水平和铅直三维主分量水平分布等值线图、水平和铅直最大剪应力水平分布等值线图及水平主应力线图,研究了此种场对大地震的控制作用。 相似文献
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古构造残余应力场X射线测量 总被引：2，自引：0，他引：2
以岩体正交各向异性弹性理论为基础,用X射线衍射法,沿红河断裂带布设7条测线,沿迁西山字型构造带布设11条测线,完成了岩体中三维残余应力测量,绘出了宏观残余应力场等值线及主应力线图、微观残余应力场等值线图,算出了岩体内两种残余弹性应变能密度场,确定了其形成时期。 相似文献
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本文根据中国西南部四个强震带残余应力场水平和铅直分布的测量和实验研究结果，讨论了古构造残余应力场对震源的作用：降低震源岩体强度，增大震源岩体形变，与现今应力场迭加在一起促成地震，随岩体破裂释放残余弹性能加到震源释放的现今弹性能中去提高震级和地震活动水平。 相似文献
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据岩体正交异性弹性理论,横跨与平行龙门山断裂带,安宁河断裂带、红河断裂带和鲜水河断裂带四个测区,用X射线法布设26条测线,测得了岩体宏观残余应变能密度水平分布等值线图,研究了其与区内大震时空分布的关系。 相似文献
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Effect of depth of soil stratum on estimated inelastic displacement of three typical structures, viz. a four storey building, a continuous bridge, and a tower, is studied and adequacy of the site amplification models of the current design codes and available empirical relationships is examined. The structures are assumed to be located on well-defined sites with varying bedrock depths, and effect of depth on elastic response spectrum, site amplification factor, displacement modification factor and inelastic displacement is studied, numerically, for two values of PGA. It is observed that soil depth has a significant effect on elastic as well as inelastic response of the structures; however, the effect of soil amplification on inelastic response is not as pronounced as in case of elastic response. Therefore, use of empirical site amplification models based on elastic response may be too conservative, for estimating inelastic response. 相似文献
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The direct access to the interior of our planet is very limited. Scientific drilling can reach about 15 km depth. Natural exhumation processes in conjunction with orogeny bring massive rock packages from up to 100 km depth back to surface. Explosion breccia and kimberlite pipes can carry small rock and mineral fragments as xenoliths from up to 250 km depth. But all the detailed knowledge we achieved about Earth's deep interior structures and dynamics, especially during the last two decades is based on highly resolved seismic data, in particular seismic tomography. That means it is a three-dimensional distribution of elastic and inelastic data with the maximum resolution of the seismic wavelength, i.e. at great depth several kilometres in principle. Consequently any material information is a matter of interpretation. Thus a detailed knowledge about the elastic properties of rocks in dependence on pressure, temperature, mineral content, grain size, deformation, crack distribution, etc., is crucial for this interpretation. 相似文献
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非零偏VSP地震资料是一种多分量资料,处理非零偏VSP资料,弹性波叠前逆时深度偏移技术无疑是最适合的处理技术.本文从二维各向同性介质的弹性波波动方程出发,研究了对非零偏VSP资料进行叠前逆时深度偏移的偏移算法,讨论了逆时传播过程中的边值问题和数值频散问题及其相应的解决方案;采用求解程函方程计算得到地下各点的地震波初至时间作为成像时间,实现了非零偏VSP资料的叠前逆时深度偏移.最后进行了模型试算和非零偏VSP地震资料的试处理,结果表明该方法不受地层倾角限制,较适用于高陡构造地区或介质横向速度变化较大地区的非零偏VSP地震资料处理. 相似文献
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J. X. ZHAO 《地震工程与结构动力学》1997,26(1):93-113
For the one-dimensional analysis of soft-soil layers on an elastic half-space, a general form of analytical solution is developed for converting radiation damping due to energy leaking back to the half-space into equivalent modal damping, allowing the modal analysis technique to be extended to a site where radiation damping has to be accounted for. Closed-form solutions for equivalent modal damping ratios and effective modal participation factors are developed for a single layer with a shear wave velocity distribution varying from constant to linearly increasing with depth. Compact and recursive forms of solutions for equivalent modal damping ratios are developed for a system with an arbitrary number of homogeneous layers on an elastic half-space. Comparisons with numerical solutions show that the modal solutions are accurate. The nominal frequency of a site, i.e. the inverse of four times the total shear wave travel time through the layers, is an important parameter for estimating the high mode frequencies. A parameter study shows that for the same impedance ratio of the bottom layer to the elastic half-space, a system of soil layers with an increasing soil rigidity with depth has, in general, larger peak modal amplifications at the ground surface than does a single homogeneous layer on an elastic half-space, while a system with a decreasing soil rigidity with depth has smaller modal peak amplifications. © 1997 by John Wiley & Sons, Ltd. 相似文献
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Jayanta Bhattacharya 《Pure and Applied Geophysics》1969,72(1):61-71
Summary The conditions under which Love type ofSH waves can propagate in a non-homogeneous internal stratum of finite depth lying between two semi-infinite isotropic elastic media are considered in this paper. Two types of non-homogeneity have been studied, in one case the rigidity is supposed to vary exponentially with depth while the density remains constant and in the other both rigidity and density are assumed to vary linearly with depth. 相似文献
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为了解水库水体加、卸载及渗透过程中,库底岩石介质有效应力变化对弹性波速的影响,以及弹性波速变化与孔隙压力、有效应力变化之间的定量关系,以四川省紫坪铺水库为例,在前期已建立库区地质构造与水文地质结构模型,并推导出岩石介质变形与流体渗流耦合数学模型的基础上,进一步建立了有效应力对岩石弹性波速影响的数学模型,利用有限元方法定量计算了库底岩石介质的孔隙压力、附加有效应力和弹性波速的变化。结果表明:在水库水体加、卸载及渗透过程中,地下岩石介质弹性波速增量值的变化并不明显,最大变幅仅为±0.013km/s,变化范围主要集中在库底5km以上的局部区域;弹性波速增量值与附加有效应力变化同步,与水库水位变化形态相似;不同观测点弹性波速变化量的大小与埋藏位置、深度及附加有效应力的变化幅度有关,同一观测点,弹性纵波波速变化幅度大于弹性横波波速。文中数值模拟的结果与一些学者通过环境噪声方法获得的紫坪铺水库附近区域相对波速变化的反演结果在变化形态上大体一致,但变化幅度略有差异。 相似文献
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Dipole sonic logs acquired in near‐vertical pilot wells and over the build section of nearby horizontal production wells are inverted to determine the five elastic constants characterizing a transversely isotropic formation, under the assumption of lateral homogeneity. Slowness values from a single depth in the vertical well are combined with data from the corresponding depth in the deviated well; these data are then inverted using nonlinear optimization to derive the five elastic constants. The technique is demonstrated on data from the Haynesville Shale in Texas. Estimates of the anisotropy are in line with a priori expectations; the Thomsen ε and γ parameters are well correlated and generally possess positive anellipticity, with Thomsen's ε greater than Thomsen's δ. 相似文献