松辽盆地茂8井三维地震区薄互层储层预测方法及效果

本文针对松辽盆地陆相薄互层的沉积特点,结合茂８井三维地震区块的实际情况,采用“滑动相关法”确定地震地质层位,准确标定了各反射同相轴的地质含义。依据砂岩或砂层组在三维剖面上的特征,充分发挥人机联作解释系统的优势,利用振幅、频率对主要含油层系砂岩的横向变化进行了深入研究,经钻井验证取得了较好的效果。     

非下采样Contourlet自适应的地震信号插值方法

为了提高地震数据的重构效果,提出了一种基于非下采样Contourlet变换（NSCT）自适应阈值的插值方法。该算法对缺失地震数据进行变换,并利用NSCT变换系数计算N次迭代对应的阈值。每次迭代时自适应选取阈值对各方向各尺度的NSCT系数进行处理,利用未缺失地震数据填充到反变换后的缺失地震数据中,完成缺失地震数据的重构。实验结果表明,利用NSCT变换的平移不变性和自适应阈值处理,对均匀丢失和随机丢失的地震数据进行插值重构,能得到更好的插值效果。     

半刚性钢框架的抗震性能研究综述

半刚性连接节点钢框架由于节点本身的非线性受力性能,使框架内力发生重分布,提高了钢框架整体的滞回性能,大大增强了结构的抗震能力.因此,半刚性钢框架的研究对工程结构抗震具有重要意义.     

复杂山地弯宽线观测系统适用效果分析

以桂中地区复杂山地弯宽线地震资料采集为例进行不同观测系统叠加试验,分析不同覆盖次数的观测系统对资料的成像效果、信噪比、能量和频率的影响。宽线放炮或者交叉放炮可以改善接收方向上各项异性的接收效果,可以更好压制散射、侧面波、规则干扰等干扰波。因此高覆盖次数叠加可以很好的压制噪音。随着覆盖次数的增加剖面能量增强,信噪比增加,但覆盖次数高,剖面频率降低。     

柴窝堡二维地震资料目标处理方法研究应用

柴窝堡地区地震资料采集于上世纪八十年代,受当时技术条件限制,老资料能量弱,覆盖次数低,导致处理成果信噪比低,难以满足解释要求。在重新处理过程中,通过对地震地质资料特点的全面分析,针对处理目标从静校正、噪音衰减、精细速度分析到偏移制定了一系列有针对性的处理方法,通过应用实施取得了很好的效果。     

变偏移距提高分辨率地震资料叠加处理方法

野外地震资料采集观测系统直接运用于提高分辨率地震资料处理,不仅忽略了观测系统与分辨率之间的关系,而且会影响分辨率效果的进一步提高。通过分析分辨率处理与地震信号频率范围的关系、分辨率与接收排列长度的关系,对比不同排列长度观测系统的分辨率处理效果,提出了变偏移距提高分辨率地震资料处理方法。     

浅谈石油地震勘探项目成本管理

石油地震勘探项目成本管理的实质是在项目经理负责下,针对特定的作业环境和技术要求,组建一个作业团队,在规定的时间范围内,为完成项目而合理地利用有限的人力、物力、财力等资源,满足业主、单位、作业团队在时间、费用、质量上的不同要求。其目的是提高效率、减少消耗、降低项目成本,实现经济效益最大化。其原则是目标明确、总额控制、指标分解、动态调节。其关键环节包括项目资源计划、成本估算、成本分解和成本控制。挣得值方法(偏差控制法)是对项目进度和费用进行综合控制的一种有效方法。     

Biot–Frenkel Poromechanics in Russia (Review)

The Biot–Frenkel model of fluid-infiltrated material dynamics in its original linear form is adequate to solve many problems for soils and rocks mechanics saturated with fluids. The main interest to it was connected with applications in oil/gas production and the exploration industry and also in civil engineering and ecology. The model was developed and generalized successfully for the first half century. The input of the Russian writers was essential. A corresponding review of their published results is given in this paper.     

Fluid-Induced Seismicity: Theory, Modeling, and Applications

Operations including borehole fluid injections are typical for exploration and development of hydrocarbon or geothermic reservoirs. Microseismicity occurring during such operations has a large potential for understanding physics of the seismogenic process as well as in obtaining detailed information about reservoirs at locations as far as several kilometers from boreholes. We propose that the phenomenon of microseismicity triggering by borehole fluid injections is related to the process of the Frenkel–Biot slow wave propagation. In the low-frequency range (hours or days of fluid injection durations) this process reduces to the pore-pressure diffusion. We search for diffusion-related features of induced microseismicity. Two types of such signatures are considered. The first one is related to the geometry of microseismic clouds. Another type of signature is related to the probability of microearthquakes. On this basis we introduce a concept for interpretation of microseismic data which provides a possibility to infer information about hydraulic properties of rocks. Such information can be of significant importance for industrial applications and for understanding physical properties of geological structures.     

Behavior of Composite Unreinforced Masonry–Fiber-Reinforced Polymer Wall Assemblages Under In-Plane Loading

An experimental investigation was conducted to study the in-plane behavior of face shell mortar bedded unreinforced masonry (URM) wall assemblages retrofitted with fiber-reinforced polymer (FRP) laminates. Forty-two URM assemblages were tested under different stress conditions present in masonry shear and infill walls. Tests included prisms loaded in compression with different bed joint orientation (on/off-axis compression), diagonal tension specimens, and specimens loaded under joint shear. The behavior of each specimen type is discussed with emphasis on modes of failure, strength and deformation characteristics. Results showed that the application of FRP laminates on URM has a great influence on strength, postpeak behavior, as well as altering failure modes and maintaining the specimen integrity. The retrofitted specimens reached compressive strength of 1.62–5.64 times that of their unretrofitted counterparts, depending on the bed joint orientation, and joint shear strength increased by eightfold.