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研究目的】碎屑流是深水环境沉积物搬运和分散的重要机制,其相关的砂岩储层是含油气盆地重要的勘探目标,然而,与经典浊流及浊积系统相比,对碎屑流主控型深水体系的发育规律目前仍知之甚少。【研究方法】本文基于岩心、测井及全三维地震资料,通过系统的岩心观察描述、测井及地震资料解释,对渤海湾盆地东营凹陷始新统沙三中亚段深水体系沉积过程及模式开展研究。【研究结果】结果表明,沙三中深水体系发育九种异地搬运岩相,可概括为四大成因类型,反映了块体及流体两种搬运过程。岩相定量统计表明,该深水体系主要由碎屑流沉积构成,浊流沉积很少,碎屑流中又以砂质碎屑流为主。重力流在搬运过程中经历了滑动、滑塌、砂质碎屑流、泥质碎屑流及浊流等5个阶段演变,发育5类主要的深水沉积单元,包括滑动体、滑塌体、碎屑流水道、碎屑流朵体及浊积薄层砂。从发育规模及储层物性上,砂质碎屑流水道、朵体及砂质滑动体构成了本区最重要的深水储层类型。【结论】认为沙三中时期充足的物源供给、三角洲前缘高沉积速率、断陷期频繁的断层活动以及较短的搬运距离是碎屑流主控型深水体系形成及演化的主控因素,最终基于沉积过程、沉积样式及盆地地貌特征综合建立了碎屑流主控型深水体系沉积模式。本研究将进一步丰富深水沉积理论,为陆相深水储层预测提供借鉴。  相似文献   
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Jiang  Tao  Dai  Junwu  Yang  Yongqiang  Bai  Wen  Pang  Hui  Liu  Rongheng 《地震工程与工程振动(英文版)》2022,21(4):1119-1135

Typical all-steel buckling-restrained braces (BRBs) usually exhibit obvious local buckling, which is attributed to the lack of longitudinal restraint to the rectangle core plate. To address this issue, all-steel BRBs are proposed, in which two T-shaped steel plates are adopted as the minor restraint elements to restrain the core plate instead of infilled concrete or mortar. In order to investigate the factors that characterize the hysterical responses of this device, different finite element (FE) models are developed for the specific context. The FE models are developed based on nonlinear finite element software, which incorporate continuum (shell or brick) elements, large displacement, and deformation formulations. In these FE models, two different steel constitutive models are adopted to precisely reproduce the cyclic response of the BRB component. Meanwhile, comparisons between the numerical and experimental results are conducted to validate the effectiveness and accuracy of the robust FE model. The agreements between experimental observations and numerical predictions demonstrate that the FE method could be utilized for in depth parametric analysis. Furthermore, BRBs with detailed configurations can provide excellent hysteretic behavior and seismic performance through the optimal design process.

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