古亚洲洋东段洋盆闭合与后造山伸展——来自内蒙古苏尼特右旗中三叠世A型花岗岩的证据     

王帅  李英杰  孔星蕊  许展  王金芳  董培培  鞠文信  王晓东 《岩石矿物学杂志》2022,41(3):555-568

内蒙古苏尼特右旗查干楚鲁A型二长花岗岩位于索伦-林西缝合带内,侵位于早二叠世哈冷岭SSZ型蛇绿构造混杂岩(带)中。本文对其进行系统的野外地质特征、岩石学、地球化学和锆石U-Pb年代学研究,旨在厘定岩体成因和形成的构造背景,为古亚洲洋东段洋盆闭合时限提供证据。LA-ICP-MS锆石U-Pb测年结果显示查干楚鲁二长花岗岩侵位于中三叠世(245.9±1.3 Ma);岩体含较多碱性长石,暗色矿物以黑云母为主,见晶洞构造;地球化学研究显示,该岩体高硅(SiO₂=76.75%～77.18%)、富碱(Na₂O+K₂O=8.19%～8.62%),贫钙(CaO=0.40%～0.44%)和镁(MgO=0.03%～0.05%);负Eu异常显著(δEu=0.03～0.09), Rb、Th、U、K、Ga元素较富集,而Ba、Sr、P、Ti元素相对亏损,且10 000 Ga/Al(2.72～3.52)、~TFeO/MgO(29.16～57.82)、(Na₂O+K₂O)/CaO(15.08～21.39)值较高...  相似文献   

气象部门人事管理岗位培训需求研究     

邢亚争  孙天蕊  周倩 《气象科学进展》2020,10(2):108-111

干部教育培训是干部队伍建设的先导性、基础性、战略性工程。加强气象部门人事管理岗位培训需求研究,对于提高气象部门组织人事工作水平具有重要意义。文章引入气象培训需求分析模型,从战略和组织分析、任务分析、人员分析、人口统计分析和区域差异分析五个方面进行培训需求分析,探索建立了气象部门人事管理岗位培训需求要素体系,为培训提供相关建议。  相似文献   

长距离输油管线震后功能状态分析   总被引：1，自引：0，他引：1  

郭恩栋  刘红丽吴伟 《地震工程与工程振动》2005,25(5):165-168

分析了长距离输油管线工程的震害特点，给出了长距离输油管线工程震后功能状态分级划分标准。在管道、储油罐抗震分析的基础上，建立了一种长输管线工程震后功能状态分析方法，并进行了算例分析。  相似文献   

Current German geography in a globalizing world of science A documentation and personal interpretation     

Eckart Ehlers 《GeoJournal》1998,45(1-2):57-67

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抗拔桩后注浆技术及其应用   总被引：1，自引：0，他引：1  

张武  高文生 《岩土工程技术》2008,22(1):31-35

介绍了抗拔桩后注浆技术的基本原理、实施方法、效果分析及承载力计算模式。通过工程实例说明抗拔桩后注浆技术能提高单桩抗拔承载力,降低施工难度和改善成桩质量,缩短工期,节省工程造价。  相似文献   

Geochemical characteristics and Sr‐Nd‐Hf isotope compositions of Late Triassic post‐collisional A‐type granites in Sarudik,SW Sumatra,Indonesia     

Haikun Zhang  Peng Hu  Liang Cao  Armin Tampubolon  Asui Liu  Xiang Cheng  Mingguo Zhan  Luozhong Pan  Yu Dai  Beihong Pan 《Island Arc》2020,29(1)

Late Triassic A‐type granites are identified in this study in Sarudik, SW Sumatra. We present new data on zircon U–Pb geochronology, whole‐rock major and trace elements and Sr‐Nd‐Hf isotope geochemistry, aiming to study their petrogenesis and tectonic implications. LA‐ICP‐MS U–Pb dating of zircon separated from one biotite monzogranite sample yields a concordia age of 222.6 ±1.0 Ma, indicating a Late Triassic magmatic event. The studied granites are classified as weakly peralumious, high‐K calc‐alkaline granites. They exhibit high SiO₂, K₂O + Na₂O, FeO/(FeO + MgO) and Ga/Al ratios and low Al₂O₃, CaO, MgO, P₂O₅ and TiO₂ contents, with enrichment of Rb, Th and U and depletion of Ba, Sr, P and Eu, showing the features of A‐type granites. The granites have zircon ε_Hf(t) values from ?4.6 to ?0.4 and whole‐rock ε_Nd(t) values from ?5.51 to ?4.98, with Mesoproterozoic T_DM2 ages (1278–1544 Ma) for both Hf and Nd isotopes. Geochemical and isotopic data suggest that the source of these A‐type granites is the Mesoproterozoic continental crust, without significant incorporation of mantle‐derived component, and their formation is controlled by subsequent fractional crystallization. The Sarudik A‐type granites are further assigned to A2‐type formed in post‐collisional environment. Combined with previous knowledge on the western SE Asia tectonic evolution, we conclude that the formation of the Late Triassic A‐type granites is related to the post‐collisional extension induced by the crustal thickening, gravitational collapse, and asthenosphere upwelling following the collision between the Sibumasu and the East Malaya Block.  相似文献   

Modelling of R/C members accounting for shear failure localisation: Hysteretic shear model          下载免费PDF全文

Dimitrios K. Zimos  Panagiotis E. Mergos  Andreas J. Kappos 《地震工程与结构动力学》2018,47(8):1722-1741

Reinforced concrete (R/C) frame buildings designed according to older seismic codes represent a large part of the existing building stock worldwide. Their structural elements are often vulnerable to shear or flexure‐shear failure, which can eventually lead to loss of axial load resistance of vertical elements and initiate vertical progressive collapse of a building. In this study, a hysteretic model capturing the local shear response of shear‐deficient R/C elements is described in detail, with emphasis on post‐peak behaviour; it differs from existing models in that it considers the localisation of shear strains after the onset of shear failure in a critical length defined by the diagonal failure planes. Additionally, an effort is made to improve the state of the art in post‐peak shear response modelling, by compiling the largest database of experimental results for shear and flexure‐shear critical R/C columns cycled well beyond the onset of shear failure and/or up to the onset of axial failure, and developing empirical relationships for the key parameters defining the local backbone post‐peak shear response of such elements. The implementation of the derived local hysteretic shear model in a computationally efficient beam‐column finite element model with distributed shear flexibility, which accounts for all deformation types, will be presented in a companion paper.  相似文献   

Modelling of R/C members accounting for shear failure localisation: Finite element model and verification          下载免费PDF全文

Dimitrios K. Zimos  Panagiotis E. Mergos  Andreas J. Kappos 《地震工程与结构动力学》2018,47(7):1631-1650

Reinforced concrete (R/C) frame buildings designed according to older seismic codes represent a large part of the existing building stock worldwide. Their structural elements are often vulnerable to shear or flexure‐shear failure, which can eventually lead to loss of axial load resistance of vertical elements and initiate vertical progressive collapse of a building. In this study, a computationally efficient member‐type finite element model for the hysteretic response of shear critical R/C frame elements up to the onset of axial failure is presented; it accounts for shear‐flexure interaction and considers, for the first time, the localisation of shear strains, after the onset of shear failure, in a critical length defined by the diagonal failure plane. Its predictive capabilities are verified against experimental results of column and frame specimens and are shown to be accurate not only in terms of total response, but also with regard to individual deformation components. The accuracy, versatility, and simplicity of this finite element model make it a valuable tool in seismic analysis of complex R/C buildings with shear deficient structural elements.  相似文献   

2017年8月9日精河6.6级地震灾害损失及灾后恢复重建经费评估     

阿里木江&#;亚力昆  常想德  孙静  李帅  胡伟华 《中国地震》2017,33(4):781-788

2017年8月9日新疆精河发生6.6级地震,地震造成36人受伤,各类房屋建筑、公共服务设施、基础设施等遭受不同程度的破坏。通过实地抽样调查,按照国家标准的原则和方法,评估出此次地震造成的直接经济损失为429964万元,灾后恢复重建经费约需538461万元。  相似文献   

浙东某山区危石加固实录     

程团结 《地质灾害与环境保护》2006,17(2):95-98

针对浙东某山区危石的危害、规模、分布特征和稳定状况,提出了支撑加固方案,经过比选优化,根据施工反馈信息的调整,最终采用人工挖孔桩支挡柱加固方案,施工后效果良好。本文详细介绍了治理的设计思路与施工过程。  相似文献