基于矢量匹配-劳斯法的群桩阻抗改进模型

采用薄层法算出群桩基础的频域阻抗,将群桩阻抗等效于一个单输入单输出系统,并表示为一个复数的频域传递函数。基于矢量匹配法（VF法）,通过对传递函数拟合得到任意分层地基的群桩阻抗函数的集总参数形式。采用VF法对整体频域拟合,可以得到多项分式分式阻抗形式,进而扩展成为Wu-Lee模型。结果表明,VF法拟合得到的动力柔度函数可以精确地匹配分层地基动力柔度函数,由于多项分式的形式可以直接扩展成为Wu-Lee集总参数模型,且数值稳定。对于高频阻抗拟合需要采用高阶数,进行劳斯（Routh）降阶,得到较好的效果。     

南黄海中部海底沉积物声阻抗特性

基于在南黄海中部海域获得的大量海底沉积物样品及其测试数据,分析讨论了该区域海底浅表层沉积物声阻抗特性及其与沉积物物理力学性质参数的相关关系。研究表明:研究区浅表层沉积物声阻抗呈现出分区域分布的特征,可分为西南部声阻抗高值区、东北部声阻抗低值区以及北西-东南向声阻抗梯度带3个区域。通过回归分析,建立了声阻抗与沉积物物理力学参数的经验回归方程。结果表明:声阻抗与密度、含水率、孔隙比、孔隙度、液限、塑限、塑性指数、压缩系数等参数的相关性较好,判定系数R²一般大于0.8,而与砂粒含量、黏粒含量、中值粒径、抗剪强度等参数的相关性相对较差,判定系数R²一般小于0.7。将声阻抗与物理力学性质的相关性和声速与物理力学性质的相关性进行了对比,结果表明,声阻抗与上述参数的判定系数R²均大于声速与上述参数的判定系数,从而表明声阻抗是一个能够更好地反映声学特性与物理力学性质关系的沉积物声学特性参数。     

自适应GA-BP优化方法进行高分辨率反演

本文提出了一种高精度的神经网络学习方法．由于BP神经网络受初值的影响较大,而遗传算法可以很快达到全局最优解附近．本文结合遗传神经网络和BP神经网络各自的优点,将两种算法混合．使得神经网络的收敛速度得到加快,精度得到提高,并对传统的混合方法作了一点改进．通过对波阻抗进行反演的实践,表明这种方法可以达到提高分辨率的效果。     

裂缝型HTI介质的纵波弹性阻抗

裂缝发育导致的地震波场各向异性,是裂缝型油气藏的一个重要特征.然而针对该类油气藏的叠前弹性阻抗技术,一直没有通过各向异性弹性阻抗公式建立与裂缝参数的直接关系.本文在回顾封闭平行硬币状裂缝模型和线性滑动模型的基础上,将裂缝填充物性质、分布密度与围岩的横纵波速度比,引入裂缝型HTI介质弹性阻抗公式,并对相应的归一化弹性阻抗响应特征进行模拟分析.分析表明,弹性阻抗受以上三参数的影响规律存在明显差异,其中含气裂隙介质随裂缝密度的变化要明显高于对应的流体裂隙介质,流体填充裂隙介质随横、纵波速度比的变化幅度要高于对应的含气裂隙介.该结论初步为裂缝型油气藏流体识别工作提供了依据.     

非饱和土中端承桩水平振动特性研究

针对非饱和土中桩的水平稳态振动问题,采用三相多孔介质波动方程,考虑固、液、气三相材料间的惯性和黏性耦合效应以及基质吸力的影响,通过Helmholtz矢量分解及分离变量法解耦波动方程,并将基桩等效为能描述其剪切变形和转动惯性效应的铁摩辛柯（Timoshenko）梁模型,采用Novak三维连续介质模型对非饱和土中端承桩的稳态水平振动进行了理论推导,获得了桩顶水平频域响应解析解,讨论了饱和度对土层和桩顶阻抗的影响以及桩身位移、内力沿深度的分布规律。结果表明,随着土体饱和度的升高,土层复阻抗和桩顶动力阻抗增大,桩身位移和内力则相应地减小;饱和度,包括渗透系数在内的影响仅在土体接近准饱和时才得以发挥;频率较低时,短桩拥有较大的刚度因子。桩长越长,阻抗因子越大,而共振频率越低。当长径比超过10时,桩顶阻抗不再随长径比的增加而改变。     

Field experiment and numerical study on active vibration isolation by horizontal blocks in layered ground under vertical loading

In this paper, a series of field experiments were carried out to investigate the active vibration isolation for a surface foundation using horizontal wave impedance block (WIB) in a multilayered ground under vertical excitations. The velocity amplitude of ground vibration was measured and the root-mean-square (RMS) velocity is used to evaluate the vibration mitigation effect of the WIB. The influences of the size, the embedded depth and the shear modulus of the WIB on the vibration mitigation were also systematically examined under different loading conditions. The experimental results convincingly indicate that WIB is effective to reduce the ground vibration, especially at high excitation frequencies. The vibration mitigation effect of the WIB would be improved when its size and shear modulus increase or the embedded depth decreases. The results also showed that the WIB may amplify rather than reduce the ground vibration when its shear modulus is smaller or the embedded depth is larger than a threshold value. Meanwhile, an improved 3D semi-analytical boundary element method (BEM) combined with a thin layer method (TLM) was proposed to account for the rectangular shape of the used WIB and the laminated characteristics of the actual ground condition in analyzing the vibration mitigation of machine foundations. Comparisons between the field experiments and the numerical analyses were also made to validate the proposed BEM.     

Corrosion behavior of anodic oxidized TiO<Subscript>2</Subscript> film in seawater

TiO₂ films were formed on metallic titanium substrates by the anodic oxidation method in H₂SO₄ solution under the 80V D.C.. Phase component and microstructure were characterized by X-ray diffraction (XRD) and scanning electron microscopy (SEM). Water contact angles on titanium oxide film surface were measured under both dark and sunlight illumination conditions. Corrosion tests were carried out in seawater under different illumination conditions by electrochemistry impedance spectrum (EIS) and polarization curves. The result showed that the TiO₂ film prepared by the anodic oxidation method was anatase with a uniform structure and without obvious pores or cracks on its surface. The average water contact angle of the film was 116.4° in dark, in contrast to an angle of 42.7° under the UV illumination for 2 hours, which demonstrates good hydrophobic property. The anti-corrosion behavior of the TiO₂ film was declining with the extended immersion time. Under dark conditions, however, the hydrophobic TiO₂ film retarded the water infiltrating into the substrate. The impedance changed slowly and the corrosion current density was 2 orders of magnitude lower than that with the film illuminated by sunlight. All of those mentioned above indicate that the TiO₂ film possesses much better performance under dark condition, and it can be applied as an engineering material under dark seawater environment.     

约束稀疏脉冲波阻抗反演在精细油藏描述中的应用

综合研究区地质、地震、测井、录井等各类信息,从测井约束稀疏脉冲波阻抗的反演技术的基本原理出发,探讨反演过程中测井资料的标准化处理、地震子波的提取、时深关系的转化,以及初始波阻抗模型的建立等主要的技术环节。综合分析了研究区双阳组二段重点圈闭区块砂体的发育和分布情况,并探讨在同一构造圈闭上不同井位失利的原因,为精细的油气储层研究提供了可靠的信息。     

储层预测技术在厄瓜多尔西海岸地区的应用

储层预测技术已成为岩性油气藏勘探中的一项常规技术.厄瓜多尔西海岸地区蕴含着丰富的石油和天然气资源,但整个地区勘探程度相对较低,使用宽带约束地震反演技术进行储层预测是非常必要的.选择瓜亚基尔工区,使用地震纯波数据进行储层预测研究.首先进行测井曲线标准化处理,利用阻抗-伽玛交汇图分析确定储层岩石地球物理特征,然后针对目的层进行稀疏脉冲反演和储层厚度的计算,最后对反演结果和储层平面分布特征进行分析,确定有利勘探目标.预测的砂岩厚度和已钻井实测的砂岩厚度之间的误差很小,吻合较好,从而证明了该技术的有效性.     

AVO叠前反演在中等阻抗储层预测中的应用

新场气田须四下亚段TX94砂体为砂砾岩互层。前期勘探证实,砂岩为有效储层,由于砂岩与作为围岩的泥岩阻抗接近,而砾岩的阻抗又远远大于砂泥岩,常规地震属性及叠后反演无法准确识别砂岩。采用AVO叠前反演技术,综合应用纵波弹性阻抗和纵波、横波速度比,结合岩石物理模板,对砂岩进行了准确刻画。这里阐述了AVO叠前反演的原理,讨论了反演处理中的地震数据分析,岩石物理分析,子波提取,低频趋势模型建立等关键步骤。反演结果表明,AVO叠前反演能很好地识别砂岩,降低了勘探风险。