陈家庄凸起北坡古近系层序地层特征及沉积体系     

庄博  刘玉琴  张建中 《新疆地质》2005,23(2):164-168

陈家庄凸起北坡发育了多种类型的储集体．根据岩心、钻井和测井资料，以层序地层学理论和方法为指导，从分析、识别层序的主要界面，如层序界面、初始湖泛面、最大湖泛面等入手，对陈家庄凸起北坡古近系层序、准层序和体系域进行了划分．通过钻井层序分析与地震层序解释，在层序地层分析的基础上，对沉积体系进行了研究．指出本区发育的低位域水下扇、低位域复合扇、湖扩展体系域滨岸沉积和高位域三角洲沉积等，是进行岩性油藏勘探的有利目标．  相似文献   

川西邛崃县白马庙气田上侏罗统蓬莱镇组高分辨率层序地层分析          下载免费PDF全文

赵永刚陈景山  雷卞军蒋裕强王身建  徐丹舟 《中国地质》2005,32(4):674-681

以高分辨率层序地层学理论及其技术方法为指导,通过地表露头、岩心、测井和地震资料的综合分析,在白马庙气田上侏罗统蓬莱镇组识别出3类不同成因类型和发育规模的层序界面、3个级别的湖泛面,划分出2个长期、6个中期、38～40个短期基准面旋回层序,并对不同级次旋回层序的特征进行了详细讨论.同时,发现中期基准面旋回层序近顶部的薄层灰岩和钙质泥岩也是识别中期基准面旋回的重要标志之一.在此基础上,运用旋回等时对比法则对各级次旋回层序进行对比,建立了3个不同时间尺度的等时地层格架,认为开展高分辨率层序地层分析对深化白马庙气田蓬莱镇组气藏的勘探开发工作具有重要意义.  相似文献   

C1相干算法及其在三维地震资料处理解释中的应用     

丛茂祥  李洪亮 《中国煤田地质》2005,17(2):49-50,70

C1相干算法是计算每道的横测线和相邻纵测线的互相关，依据相干值来判断地层和岩性的横向不均匀性。根据互相关原理，提出了相干体算法中二维和三维C1算法的内容及其具体实现。通过对实际三维地震资料的处理，结合已知地质资料，证明C1相干技术在三维地震资料的断层解释方面有着明显的效果。  相似文献   

禹州煤田泉店井田构造特征及对其二1煤层的影响     

张云中姜敏德  李惠杰田张丽 《中国煤田地质》2005,17(5):8-10

对泉店井田的地质构造进行了分析研究,阐明了断层及褶曲的分布,探讨了井田的构造演化,分析了构造特别是断层对二1煤层的影响,为今后煤矿开发生产提供了可靠的地质依据.  相似文献   

煤矿采区三维地震资料解释中的切片技术及其应用   总被引：3，自引：1，他引：3  

吴有信 《中国煤田地质》2005,17(5):94-97

长期以来,煤矿采区三维地震勘探资料解释的工作流程与二维地震勘探基本相同,三维地震资料相对二维地震资料所具有的许多解释方面的优越性未能有效发挥出来,人机联作的过程相对简单.在三维地震勘探获取的三维数据体基础上,可做进一步的运算和分析,提取速度、振幅、频率、相位等相关信息,并利用等时切片、层拉平切片、断层切片、面块切片、方差体、相干体等各种技术,有效解释小构造、小褶曲及岩性方面的信息.  相似文献   

羌塘盆地那底岗日地区中侏罗世层序地层与碳、氧、锶同位素响应   总被引：7，自引：0，他引：7  

谢渊  王剑  刘家铎  罗建宁  张哨楠  杨宝星  李明辉 《沉积学报》2002,20(2):188-196

羌塘盆地那底岗日地区中侏罗世沉积了一套稳定的滨浅海相碳酸盐岩与碎屑岩地层,通过层序地层研究划分出五个三级层序。对其中四个层序内碳酸盐岩碳、氧、锶稳定同位素测试分析得出,不同层序、层序界面及层序内不同体系域的δ13 C、δ180、N(87Sr/86Sr)值均有明显的差异,并具规律性变化,整体上反映出研究区中侏罗世发生了多次海平面升降变化和气候、构造活动的演变,为层序地层研究提供了定量的地质地球化学依据。  相似文献   

从近年来我国地层学的可喜进展谈地层学方法论   总被引：1，自引：0，他引：1  

梅冥相 《地层学杂志》2002,26(2):139-145,150

“乐平统”作为国际二叠系年代地层系统的最上一个统的全球对比标准 ,是我国学者金玉研究员为首的研究集体多年艰辛研究的结果 ;几乎同时 ,以陈旭研究员为首的科研集体以详尽的资料和全面系统的工作 ,在我国浙江黄泥塘剖面建立了中奥陶统达瑞威尔阶的全球层型剖面点——中国第一个“金钉子”剖面。这两项成就 ,是我国学者在上一世纪对地层学的显著贡献之一 ,从他们精雕细刻的剖面资料和详尽系统的研究成果中 ,可以研读出对“地层时代对比”这一博大精深的理论课题的工作方法 ,由此而诱发出对地层学方法论的探讨 ,从而对某些下结论还为时过早的问题进行必要的评述。  相似文献   

A mathematical hysteretic model for elastomeric isolation bearings     

J. S. Hwang  J. D. Wu  T.‐C. Pan  G. Yang 《地震工程与结构动力学》2002,31(4):771-789

An analytical model for high damping elastomeric isolation bearings is presented in this paper. The model is used to describe mathematically the damping force and restoring force of the rubber material and bearing. Ten parameters to be identified from cyclic loading tests are included in the model. The sensitivity of the ten parameters in affecting the model is examined. These ten parameters are functions of a number of influence factors on the elastomer such as the rubber compound, Mullins effect, scragging effect, frequency, temperature and axial load. In this study, however, only the Mullins effect, scragging effect, frequency and temperature are investigated. Both material tests and shaking table tests were performed to validate the proposed model. Based on the comparison between the experimental and the analytical results, it is found that the proposed analytical model is capable of predicting the shear force–displacement hysteresis very accurately for both rubber material and bearing under cyclic loading reversals. The seismic response time histories of the bearing can also be captured, using the proposed analytical model, with a practically acceptable precision. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

Comparative response analysis of conventional and innovative seismic protection strategies     

S. Bruno  C. Valente 《地震工程与结构动力学》2002,31(5):1067-1092

The paper presents a numerical investigation aimed at evaluating the improvements achievable through devices for passive seismic protection of buildings based on the use of shape memory alloys (SMA) in place of conventional steel or rubber devices. To get some generality in the results, different resisting reinforced concrete plane frames were analysed, either protected or not. ‘New’ and ‘existing’ buildings were considered depending on whether seismic provisions are adopted in the building design or not. Base isolation and energy dissipation were equally addressed for both conventional and innovative SMA‐based devices. Fragility analyses were performed using specific damage measures to account for comparisons among different damage types; the results were then used to estimate quantitatively the effectiveness of the various protection systems. More specifically, the assessment involved a direct comparison of the damage reduction provided by each protection system with respect to the severe degradation experienced by the corresponding non‐protected frame. Structural damage, non‐structural damage and damage to contents were used on purpose and included in a subsequent phase of cost analysis to evaluate the expected gains also in terms of economic benefits and life loss prevention. The results indicate that base isolation, when applicable, provides higher degrees of safety than energy dissipation does; moreover, the use of SMA‐based devices generally brings about better performances, also in consideration of the reduced functional and maintenance requirements. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

Seismic response of self‐centring hysteretic SDOF systems     

Constantin Christopoulos  Andr Filiatrault  Bryan Folz 《地震工程与结构动力学》2002,31(5):1131-1150

The seismic response of single‐degree‐of‐freedom (SDOF) systems incorporating flag‐shaped hysteretic structural behaviour, with self‐centring capability, is investigated numerically. For a SDOF system with a given initial period and strength level, the flag‐shaped hysteretic behaviour is fully defined by a post‐yielding stiffness parameter and an energy‐dissipation parameter. A comprehensive parametric study was conducted to determine the influence of these parameters on SDOF structural response, in terms of displacement ductility, absolute acceleration and absorbed energy. This parametric study was conducted using an ensemble of 20 historical earthquake records corresponding to ordinary ground motions having a probability of exceedence of 10% in 50 years, in California. The responses of the flag‐shaped hysteretic SDOF systems are compared against the responses of similar bilinear elasto‐plastic hysteretic SDOF systems. In this study the elasto‐plastic hysteretic SDOF systems are assigned parameters representative of steel moment resisting frames (MRFs) with post‐Northridge welded beam‐to‐column connections. In turn, the flag‐shaped hysteretic SDOF systems are representative of steel MRFs with newly proposed post‐tensioned energy‐dissipating connections. Building structures with initial periods ranging from 0.1 to 2.0s and having various strength levels are considered. It is shown that a flag‐shaped hysteretic SDOF system of equal or lesser strength can always be found to match or better the response of an elasto‐plastic hysteretic SDOF system in terms of displacement ductility and without incurring any residual drift from the seismic event. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献