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131.
This study focuses on the interpretation of stratigraphic sequences through the integration of biostratigraphic, well log and 3D seismic data. Sequence analysis is used to identify significant surfaces, systems tracts, and sequences for the Miocene succession.The depositional systems in this area are dominantly represented by submarine fans deposited on the slope and the basin floor. The main depositional elements that characterize these depositional settings are channel systems (channel-fills, channel-levee systems), frontal splays, frontal splay complexes, lobes of debrites and mass-transport complexes.Five genetic sequences were identified and eleven stratigraphic surfaces interpreted and correlated through the study area. The Oligocene-lower Miocene, lower Miocene and middle Miocene sequences were deposited in bathyal water depths, whereas the upper Miocene sequences (Tortonian and Messinian) were deposited in bathyal and outer neritic water depths. The bulk of the Miocene succession, from the older to younger deposits consists of mass-transport deposits (Oligocene-lower Miocene); mass transport deposits and turbidite deposits (lower Miocene); debrite deposits and turbidite deposits (middle Miocene); and debrite deposits, turbidite deposits and pelagic and hemipelagic sediments (upper Miocene). Cycles of sedimentation are delineated by regionally extensive maximum flooding surfaces within condensed sections of hemipelagic mudstone which represent starved basin floors. These condensed sections are markers for regional correlation, and the maximum flooding surfaces, which they include, are the key surfaces for the construction of the Miocene stratigraphic framework. The falling-stage system tract forms the bulk of the Miocene sequences. Individual sequence geometry and thickness were controlled largely by salt evacuation and large-scale sedimentation patterns. For the upper Miocene, the older sequence (Tortonian) includes sandy deposits, whereas the overlying younger sequence (Messinian) includes sandy facies at the base and muddy facies at the top; this trend reflects the change from slope to shelf settings. 相似文献
132.
High-frequency sequences composed of mixed siliciclastic-carbonate deposits may exhibit either vertical or horizontal changes between siliciclastics and carbonates. Vertical facies shifts occur between systems tracts and define a ‘reciprocal sedimentation’ pattern, typically consisting of transgressive/highstand carbonates and forced regressive/lowstand siliciclastics, although variations from this rule are common. Mixed systems with lateral facies change, usually typifying transgressive and/or highstand systems tracts, may exhibit proximal siliciclastics and distal carbonates or vice-versa, although variations may also occur along depositional strike. The marked variability of mixed siliciclastic-carbonate sequences makes the definition of a universal sequence stratigraphic model impossible, as the composition and geometries of systems tracts may change considerably, and sequence stratigraphic surfaces and facies contacts may vary in terms of occurrence and physical expression. However, some resemblance exists between siliciclastic sequences and mixed sequences showing lateral facies changes between siliciclastics and carbonates. In particular, these mixed sequences display 1) a stratal architecture of the clastic part of the systems tracts that is comparable to that of siliciclastic deposits, 2) a dominant role of the inherited physiography and of erosional processes, rather than carbonate production, in shaping the shelf profile, and 3) a local lateral juxtaposition of siliciclastic sandstones and carbonate bioconstructions due to hydrodynamic processes. These observations are helpful in predicting the location of porous and potential sealing bodies and baffles to fluid flow at the intra-high-frequency sequence scale, and ultimately they are useful for both petroleum exploration and production. 相似文献
133.
徐家围子断陷营城组火山岩裂缝与天然气成藏 总被引:1,自引:0,他引:1
徐家围子断陷营城组火山岩储层虽然发育大量气孔和原生裂缝,但是其连通性差,构造裂缝的发育程度决定了储层的优劣和成藏概率。为了阐明裂缝与天然气成藏之间的关系,首先,利用岩心、成像测井以及实验分析等资料对徐家围子断陷营城组火山岩储层裂缝的成因类型与特征、控制因素、分布规律及形成期次进行了研究,然后结合研究区烃源岩演化、气源断裂活动期次以及盖层封闭能力演化,讨论了构造裂缝与天然气成藏的关系。研究结果显示,徐家围子断陷营城组火山岩发育原生裂缝和次生裂缝,以次生构造裂缝为主。在平面上构造裂缝受断裂、岩性和岩相控制,在纵向上受不整合面控制,具有旋回性分布的特点。构造裂缝主要分三期形成,其中第二期形成时期(泉头组沉积末期-青山口组沉积时期)与烃源岩生烃高峰期相吻合,并且气源断裂处于活动期,盖层也具有很好的封气能力,为研究区主要成藏期。 相似文献
134.
底部滑脱层流变性和厚度变化对褶皱冲断带影响的数值模拟 总被引:1,自引:0,他引:1
滑脱层是影响褶皱冲断带的第一因素。为了探讨底部滑脱层流变性和厚度变化对褶皱冲断带的影响,本文通过二维有限差分软件FLAC开展了数值模拟研究。常见的泥岩滑脱层具摩擦性质,此类冲断带采用弹塑性模型;而盐岩滑脱层具蠕变性质,此类冲断带则采用黏弹塑性模型。结果表明,底部滑脱层流变性以及厚度对冲断带的变形影响很大。当滑脱层为泥岩时,发育典型的叠瓦状构造样式,变形序列为背驮式向前扩展的有序序列。而当滑脱层为盐岩时,发育背、向斜相间排列的侏罗山式构造样式,并以无序序列演化。底部滑脱层厚度的变化,对泥岩滑脱层的冲断带而言,主要改变其表面坡角,对构造样式和演化序列影响不大;但对盐岩滑脱层的冲断带影响很大,不管滑脱层最厚的地方分布在后陆还是前陆,变形都会最强烈,地表凸起最高。从后陆向前陆加厚的盐岩滑脱层结合由后陆向前陆略为减薄的上覆地层可产生罕见的后冲、后展式演化序列。这些变形的差异主要是由于盐岩比泥岩具有小得多的剪切强度所致。 相似文献
135.
136.
The partitioning of radiated energy and the largest aftershock of seismic sequences occurred in the northeastern Italy and western Slovenia 总被引:1,自引:0,他引:1
We analyzed the most relevant seismic sequences that occurred from 1977 to 2007 in the Friuli-Venezia Giulia region (northeastern Italy) and western Slovenia. The eight aftershock sequences were triggered by low- to moderate-magnitude earthquakes with mainshock duration magnitude ranging from 3.7 to 5.6. The b-value of the Gutenberg–Richter law varies from 0.8 to 1.1. The modified Omori’s modeling of the sequences evidences values of the p exponent ranging from 0.8 to 1.0. Using the Reasenberg and Jones (Science 243:1173–1176, 1989; Science 265:1251–1252, 1994) approach, we computed the probabilistic estimate of the aftershock rates and the largest aftershock in given time intervals. The difference in magnitude between the mainshock and the largest aftershock is calculated according to the modified Båth law and using an approach that considers the partitioning of the radiated seismic energy between mainshock and aftershocks. The partitioning of the radiated seismic energy appears to play a significant role in the evolution of the sequences. We define the parameter R ES as the ratio between the radiated seismic energy of the mainshock and the summation of the seismic energy radiated by the aftershocks. The difference in magnitude between the mainshock and the largest aftershock, calculated with the parameter R ES, agrees well with the observed difference. In most sequences, the parameter R ES decreases very quickly until the occurrence of the largest aftershock and then becomes constant. By analyzing the values of R ES during the early hours following the mainshock, we found that the R ES values after 24 h are well related to the final ones, calculated on the whole sequence, and to the differences in magnitude between the mainshock and the largest aftershock. 相似文献
137.
安宁河断裂紫马跨一带晚第四纪地貌变形与断层位移速率 总被引:7,自引:6,他引:1
紫马跨一带是安宁河断裂北段晚第四纪断错地层地貌序列保存最好的地区,通过数字影像分析、全站仪实测和探槽开挖,对该地点断错现象进行细致研究,获得了晚全新世以来的左旋位移速率为6·2mm/a,垂直位移速率1·4mm/a;距今约10ka以来的平均左旋位移速率3·6~4·0mm/a,垂直位移速率约为1·1mm/a;距今约20ka以来的左旋位移速率为3·8~4·2mm/a,垂直位移速率最小为0·9mm/a。断层水平和垂直位移速率的比例约为4∶1。断层位移速率在时间分布上的变化与古地震研究的丛集复发特征有较好的一致性,反映断裂的活动强度存在强弱活动的交替现象 相似文献
138.
Aftershocks have been shown to exacerbate earthquake‐induced financial losses by causing further damage to structural and nonstructural components in buildings that have already been affected by a mainshock event and increasing the duration of disrupted functionality. Whereas seismic loss assessment under isolated events has been addressed thoroughly in previous studies, comparatively less has been accomplished in the area of loss assessment under sequences of mainshock‐aftershock ground motions. The main objective of the current study is to formulate a comprehensive framework for quantifying financial losses under sequential seismic events. The proposed framework is capable of accounting for the uncertainties in the state of structure due to accumulation of earthquake‐induced damage, the time‐dependent nature of seismic hazard in the post‐mainshock environment, and the uncertainties in the occurrence of mainshock and aftershock events. Application of the proposed framework to a 4‐story reinforced concrete moment frame shows that consideration of aftershocks could increase lifecycle earthquake‐induced losses by up to 30% compared with mainshock‐only assessments. 相似文献
139.
Based on the digital waveform data recorded by Xinjiang Digital Seismic Network for the Xinyuan-Hejing M_L6.8 earthquake sequences of June 30,2012,this paper analyzes the stress drops of earthquake sequences and the correlation coefficients of focal mechanisms significant for strong aftershocks.Firstly,the source parameters of the Xinyuan-Hejing M_L6.8 earthquake sequences are obtained by applying the spectrum analysis and the Brunes source model.Then,the correlation coefficients of spectral amplitudes are calculated using the low-frequency spectral amplitude recorded by the same station for the different events.Finally,based on the results of the correlation coefficients of spectral amplitudes,the events with similar focal mechanisms are grouped using the clustering method.The results show that:(1)The stress drop values show a steady trend in the aftershock sequence calm period and the stress drop values show a rise-fall in strong aftershocks.(2)The moving average correlation coefficient of amplitude spectrum begins to spread after the main shock.It shows that the correlation decreases between the main shock and the aftershocks in mechanisms.(3)The results of focal mechanism groups show that the earthquake sequences are mainly strike slips.The stress distribution of the main pressure axis is nearly NS,which is the same as the structural stress field.(4)The magnitude and mechanism show that there is an agreement before the strong aftershock,which shows that the regional stress field is enhanced. 相似文献
140.
In recent years, the additional risk posed to the built environment due to aftershock sequences and triggered events has been brought to attention, and several efforts have been directed towards developing fragility functions for structures in damaged conditions. Despite this rise of interest, a rather fundamental component for such tasks, namely that of aftershock ground motion record selection, has remained under-scrutinized. Herein, we propose a pragmatic procedure that can be applied for the selection of mainshock-aftershock ground motion pairs using consistent causal parameters and accounting for the correlation between their spectral accelerations. In addition, a structural analysis strategy that can be employed for the analytical derivation of damage-dependent fragility functions is outlined and presented through a case study. A more conventional back-to-back IDA analysis is also carried out in order to compare the derived damage-dependent fragility functions with the ones obtained with the proposed procedure. The results indicate that record selection remains a crucial factor even when assessing the structural vulnerability of damaged buildings, and should thus be treated cautiously. 相似文献