海拉尔盆地贝尔凹陷断裂系统及其对油气运聚的控制作用   总被引：6，自引：0，他引：6       下载免费PDF全文

孙永河  韩钰萍  冯志鹏  付晓飞  刘哲 《地质论评》2011,57(1):89-100

在系统分析海拉尔盆地贝尔凹陷断裂系统及其演化的基础上,研究了断裂演化对油气运聚条件的控制作用.研究表明,贝尔凹陷发育的断裂主要有4种类型:早期伸展断裂、中期张扭断裂、早期伸展中期张扭长期活动断裂和早期伸展中期张扭晚期反转长期活动断裂.可划分出3套断裂系统:早期伸展断裂系统、中期张扭断裂系统和晚期反转断裂系统.断裂的活动...  相似文献   

龙门山中段彭灌断裂带汶川Ms8.0地震同震破裂断层识别及其浅、表构造特征          下载免费PDF全文

鲁人齐  何登发  JohnSuppe  孟征  高金尉  贺鸿冰 《地质科学》2011,(3):607-619

2008年汶川Ms8.0地震在龙门山中段的彭灌断裂带产生的地表破裂,是该地震产生的第二大地表破裂带.综合应用地质、钻井以及二维、三维地震数据,利用横贯前山带的多条人工地震反射剖面,对彭灌断裂带产生同震破裂的断层进行准确识别和解释.研究表明,龙门山中段的彭灌断裂带是一套由3条主要断层和次级广泛发育的断裂组合构成,浅层表现...  相似文献   

信阳-舒城断裂带西段石榴云母片岩中石榴石的矿物学特征及其构造意义   总被引：2，自引：0，他引：2       下载免费PDF全文

任升莲  宋传中  Lin Shoufa  张浩然  李加好  涂文传  张欢  章俊杰 《地质科学》2011,46(2):350-363

桐柏山地区信阳-舒城断裂带西段石榴云母片岩中石榴石变斑晶保留了较多岩石形成过程中的变形-变质信息,它真实地反映了中国南北两大板块缝合带的形成条件和演化历史.石榴石探针成分分析结果表明其属于铁铝榴石,反映出经受中级区域变质作用的特征.在Nadi石榴石成分与变质带的关系图上主要投影在略偏石榴石带的蓝晶石带内,显示岩石遭受了...  相似文献   

珠江三角洲广从断裂东侧"西淋岗断层"成因论证     

王萍  郭良田  董好刚  盛强  欧阳立胜  尹行 《岩石学报》2011,27(10):3129-3140

广从断裂是粤中地区一条重要的北东向基底断裂,对于该断裂在珠江三角洲隐伏段的晚第四纪活动性的认识存在分歧.针对最近在广从断裂东侧佛山市西淋岗发现的断错晚第四纪地层现象,开展了地质地貌调查、探槽揭露、第四系年代测定和浅层人工地震探测等工作.对“西淋岗断层”的几何学特征及与基岩断裂的相关性进行了探测和分析,论证了其成因.“西淋岗断层”是新生的重力滑动面,并不是晚第四纪活动断层,与地震无关.目前尚未发现广从断裂晚第四纪以来活动的地质地貌证据,因此不能说明该断裂具备发生强烈地震的构造能力.  相似文献   

遗传算法反演龙门山断裂带断层三维滑动参数研究     

张秀霞  张永志 《西安地质学院学报》2011,(2):217-220

利用位错理论模型将遗传算法运用于断层三维滑动参数反演问题的求解,采用川西地区2004—2007年GPS观测数据对龙门山断裂带主要断层的三维滑动速率进行计算分析。结果表明：反演结果在量值上整体较小,与地质结果具有较好的一致性,走滑分量︱U1︱〈3.2 mm/a,倾滑分量︱U2︱〈1.54 mm/a,张开分量︱U3︱〈2.5mm/a,低滑动速率反映断层的闭锁及应力的积累及大地震发生的危险性;局部分量较地质结果偏大,反映实测GPS数据反演结果体现的是断层实时活动状态;遗传算法的全局收敛、不依赖初值等优点使结果更加稳定,而张开分量显示局部不规律性,表现出各子断层空间活动不均匀性。  相似文献   

CINRAD／SB型新一代天气雷达频综故障诊断方法          下载免费PDF全文

王全周  崔炳俭  杨奇 《气象与环境科学》2011,34(4):88-91

通过对CINRAD／SB型新一代天气雷达频综故障现象、报警信息分析,根据频综输出信号流程,结合关键点参数测试,总结出快速定位频综故障的方法,并介绍了应用这种方法快速诊断定位故障的个例。  相似文献   

利用地震叠前数据预测火山岩裂缝的方法和效果分析——以松辽盆地北部徐家围子断陷营城组火山岩为例   总被引：1，自引：0，他引：1       下载免费PDF全文

姜传金  鞠林波  张广颖  初丽兰 《地球物理学报》2011,54(2):515-523

裂缝问题是火山岩复杂岩性油气藏勘探开发中必须考虑的重要因素之一.火山岩储层裂缝预测的准确性直接影响着油气的产能、钻井工艺和增产改造措施等.本文主要根据等效HTI介质(扩容各向异性介质)的特性,立足地下介质各向异性理论,利用三维地震叠前P波在HTI介质中的属性分布特征来检测裂缝的发育情况.利用三维地震叠前P波裂缝检测技术在松辽盆地北部徐家围子断陷深层营城组火山岩中尝试开展了储层裂缝发育预测研究.通过研究建立了火山岩裂缝地震叠前预测方法,并对营城组火山岩裂缝发育情况进行预测,结果表明裂缝主要分布在工区中部构造高部位,发育方向以北北西向为主.最后利用测井资料和钻井产能资料等进行效果分析,证实该技术对于认识火山岩储层裂缝发育具有实际应用价值,说明应用地震资料开展储层裂缝预测具有横向分辨率高、实现井间分布描述和宏观空间分布规律清楚等特点.  相似文献   

青藏高原东缘重力导纳模型均衡异常时空特征   总被引：13，自引：7，他引：6       下载免费PDF全文

陈石  王谦身  祝意青  蒋长胜  王武星  卢红艳  刘端法  郭凤义 《地球物理学报》2011,54(1):22-34

青藏高原东缘地处南北地震带,在卫星自由空气重力异常图上对应明显的正负异常梯级带变化特征,沿着异常梯级带分布多条深大断裂,属于构造单元的边界区域.本文利用重力导纳分析方法,计算了该区重力导纳模型均衡异常背景场;通过与Airy模型和弹性板模型的均衡重力异常特征对比,结合地震活动性分布特点,评价均衡重力异常计算结果和选择计算...  相似文献   

Theory and experimental study for sliding isolators with variable curvature     

Lyan‐Ywan Lu  Shih‐Wei Yeh 《地震工程与结构动力学》2011,40(14):1609-1627

Because a conventional isolation system with constant isolation frequency is usually a long‐period dynamic system, its seismic response is likely to be amplified in earthquakes with strong long‐period wave components, such as near‐fault ground motions. Seismic isolators with variable mechanical properties may provide a promising solution to alleviate this problem. To this end, in this work sliding isolators with variable curvature (SIVC) were studied experimentally. An SIVC isolator is similar to a friction pendulum system (FPS) isolator, except that its sliding surface has variable curvature rather being spherical. As a result, the SIVC's isolation stiffness that is proportional to the curvature becomes a function of the isolator displacement. By appropriately designing the geometry of the sliding surface, the SIVC is able to possess favorable hysteretic behavior. In order to prove the applicability of the SIVC concept, several prototype SIVC isolators, whose sliding surfaces are defined by a sixth‐order polynomial function, were fabricated and tested in this study. A cyclic element test on the prototype SIVC isolators and a shaking table test on an SIVC isolated steel frame were all conducted. The results of both tests have verified that the prototype SIVC isolators do indeed have the hysteretic property of variable stiffness as prescribed by the derived formulas in this study. Moreover, it is also demonstrated that the proposed SIVC is able to effectively reduce the isolator drift in a near‐fault earthquake with strong long‐period components, as compared with that of an FPS system with the same friction coefficient. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

A simulation‐based framework for risk assessment and probabilistic sensitivity analysis of base‐isolated structures     

Alexandros A. Taflanidis  Gaofeng Jia 《地震工程与结构动力学》2011,40(14):1629-1651

A versatile, simulation‐based framework for risk assessment and probabilistic sensitivity analysis of base‐isolated structures is discussed in this work. A probabilistic foundation is used to address the various sources of uncertainties, either excitation or structural, and to characterize seismic risk. This risk is given, in this stochastic setting, by some statistics of the system response over the adopted probability models and stochastic simulation is implemented for its evaluation. An efficient, sampling‐based approach is also introduced for establishing a probabilistic sensitivity analysis to identify the importance of each of the uncertain model parameters in affecting the overall risk. This framework facilitates use of complex models for the structural system and the excitation. The adopted structural model explicitly addresses nonlinear characteristics of the isolators and of any supplemental dampers, and the effect of seismic pounding of the base to the surrounding retaining walls. An efficient stochastic ground motion model is also discussed for characterizing future near‐fault ground motions and relating them to the seismic hazard for the structural site. An illustrative example is presented that emphasizes the results from the novel probabilistic sensitivity analysis and their dependence on seismic pounding occurrences and on addition of supplemental dampers. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献