东南极拉斯曼丘陵地区变质杂岩的层序与构造变形过程     

胡健民  王伟  赵越  刘晓春  陈虹  董晓朋 《地质力学学报》2021,27(5):719-735

东南极拉斯曼丘陵地区位于兰伯特裂谷东缘普里兹湾东岸,该地区主要出露一套麻粒岩相变质岩,前期对原岩时代、变质过程等进行了详细研究,但是对于变质杂岩的层序和变形过程研究相对薄弱。文章通过大比例尺地质填图,发现拉斯曼丘陵地区变质杂岩总体成层有序,在此基础上建立拉斯曼岩群,并将其划分成6个岩组,原岩形成时代为中元古代。拉斯曼岩群经历了格林维尔期和泛非期变质作用的叠加,变质程度均达到高角闪岩相-麻粒岩相。拉斯曼丘陵地区主体构造线方向为北东东—南西西方向,总体上构成往北东东方向翘起的复式向斜构造,几个岩组的分布也显示由东向西逐渐变新。东部米洛半岛一带明显叠加了北北西—南南东向的构造变形。研究表明,拉斯曼岩群经历了6次重要的构造变形,包括新元古代格林维尔期(D1)、新元古代—早古生代泛非期变质变形作用(D2,D3,D4,D5)以及中新生代伸展作用(D6)。目前岩石中保存的主变形面理是格林维尔期和泛非期两次构造热事件的复合型面理,主要是泛非事件形成,格林维尔期变形面理呈残留状。综合拉斯曼岩群变质年龄及早古生代进步花岗岩体形成时代,认为D2~D5变形时代为550~500 Ma左右。因此,拉斯曼丘陵地区变质变形特征显示,中元古代拉斯曼岩群经历了格林维尔期和泛非期两次重要的造山作用,以及冈瓦纳大陆的裂解。   相似文献   

福建凤山矿区石墨矿地质特征及控矿因素分析     

程远慧 《中国煤炭地质》2021,(3):13-19

通过对福建省漳平市凤山矿区石墨矿近年来硐探、钻探等地质资料系统的梳理,在分析矿区地质特征和矿体特征的基础上,深入研究了石墨矿的控矿因素。研究认为该区石墨矿是由赋存于中二叠统童子岩组的无烟煤经过高温、高压作用进一步变质而成的。煤层受到岩浆热变质作用使碳物质(煤)分解,重新富集形成以隐晶质(土状)为主的隐晶质石墨矿,因此本区石墨矿的控矿因素是温度和构造。由于过往对福建煤系石墨资源的研究程度不够深入,造成大部分煤系石墨矿划归煤矿,致使石墨矿资源被浪费,本次通过野外地质勘查、采样样品测试等工作,确定了凤山矿区为煤系石墨矿,为下一步勘探工作提供有力依据,为合理开发利用矿产资源指明新的方向。  相似文献   

Pore structure and heterogeneity of shale gas reservoirs and its effect on gas storage capacity in the Qiongzhusi Formation     

Shangbin Chen  Zhuo Gong  Xueyuan Li  Huijun Wang  Yang Wang  Yingkun Zhang 《地学前缘(英文版)》2021,12(6):192-208

Fine characterization of pore systems and heterogeneity of shale reservoirs are significant contents of shale gas reservoir physical property research.The research on micro-control factors of low productivity in the Qiongzhusi Formation(Fm.)is still controversial.The lower Cambrian Qiongzhusi Fm.in the Qujing,Yunnan was taken as the object to investigate the influence of mineral compositions on the phys-ical properties of the reservoir and the heterogeneity of shale,using the algorithm to improve the char-acterization ability of Atomic Force Microscopy(AFM).The results showed that:(1)The pores are mainly wedge-shaped pores and V-shaped pores.The pore diameter of the main pore segment ranges from 5 to 10 nm.Mesopores are mainly developed in the Qiongzhusi Fm.shale in Well QD1,with the average pore diameter of 6.08 nm.(2)Microscopic pore structure and shale surface properties show strong hetero-geneity,which complicates the micro-migration of shale gas and increases the difficulty of identifying high-quality reservoirs.(3)The increase of clay mineral content intensifies the compaction and then destroys the pores.Conversely,brittle minerals can protect pores.The support and protection of brittle minerals to pores space depend on their content,mechanical properties and diagenesis.(4)Compression damage to pores,large microscopic roughness and surface fluctuations and strong pore structure heterogeneity are the reasons for the poor gas storage capacity of the Qiongzhusi Fm.,which will lead to poor productivity in the Qiongzhusi Fm.  相似文献   

Discovery and significance of Lizifang metamorphic core complex in Zhuanghe area of southern Liaoning     

ZHONG Mishan  ZHANG Guoren  WU Zijie  GAO Fuliang  MA Ningning  PAN Yuqi  GAO Yongzhao 《中国地质调查》2021,7(6):43-50

On the basis of the previous regional geological survey, based on the macroscopic and microscopic structural survey, combined with the comprehensive analysis of the regional magmatic activity and dating data, the authors in this paper revealed that there is another metamorphic core complex structure in Lizifang area of Southern Liaoning, namely Lizifang metamorphic core complex. A typical three-layer structure and five parts exist in the core complex, which are the footwall composed of Neo-archean metamorphic plutonic rocks and mesozoic granite intrusive rocks, the detachment fault zone composed of different levels of tectonic rocks, and the upper plate composed of Precambrian sedimentary cap and Cretaceous extensional basin. Lizifang metamorphic core complex formed in the Early Cretaceous Epoch, and the upper plate moved from NWW to SEE relaive to the footwall, which was similar with Jinzhou metamorphic core complex and Wanfu metamorphic core complex in geometry, kinematics polarity and formation time, indicating the same dynamic background. The determination of the metamorphic core complex may provide a basis for the late Mesozoic lithospheric thinning process and the mechanical and rheological properties of the lithosphere in the east of North China Craton. At the same time, the metamorphic core complex is closely related to the mineralization of gold deposits. So the detachment fault zone of Lizifang metamorphic core complex can serve as the key work area for further gold exploration, which may possess large mineralization potential.  相似文献   

基于波导结构的紧凑型电介质加载双极化天线研究     

马自龙  褚庆昕 《南京气象学院学报》2019,11(1):17-22

本文提出了一款基于波导结构的紧凑型电介质加载双极化天线.通过采用在传统波导内加载电介质材料的方法,可以有效减小波导尺寸,从而达到天线小型化的目的.针对波导结构口径天线高后瓣辐射的问题,本文提出了一种在波导金属壁上添加矩形槽孔的方法,该方法的原理不同于扼流环结构.相比之下,矩形槽孔具有结构简单、尺寸小、加工方便等优点.通过电磁场全波仿真分析,可以发现所提出的天线具有阻抗带宽宽（大于40%）、增益高（8.6±0.6 dBi）、辐射性能稳定等优点,有很大的潜力,可以应用在如卫星通信等X波段的各种应用场景中.  相似文献   

长江漫滩区深大异形基坑施工对紧邻特大型桥梁影响及变形控制研究     

史建升  徐源  李慧  阎长虹  侯珏  俞良晨  赵华新  崔王洪  徐成华  刘刚 《地质论评》2024,70(1):2024010005-2024010005

随着地下空间资源的开发利用,越来越多深基坑呈现出开挖深、规模大、形状不规则等特点,其支护结构设计复杂,施工难度大,具有明显的空间效应。本文以南京地铁某基坑工程为例,分析基坑施工对邻近桥梁的影响。其场区位于长江下游漫滩相二元结构地层分布地段,上部软土层厚度大,下部承压含水层地下水位高、水量丰富,地质条件复杂,该基坑为典型的深大异形基坑,距离某大桥的双曲拱引桥仅为7. 2 m,由于之前桥梁已遭受其他地下工程施工产生的较大变形,所以后续工程对其影响变形控制要求极高。为此,该车站基坑支护结构设计基于地下空间实际功能采用设置分隔墙分区开挖及MJS超深工法墙综合变形控制方案。本文通过有限元数值模拟计算,开展复杂环境下基坑开挖引起的围护结构及桥梁桩基的变形预测分析,计算结果显示,该深大狭长异形基坑开挖对邻近桥梁沉降变形影响显著,通过设置分隔墙分区开挖及MJS工法墙进行变形控制,能够较好地控制基坑的空间效应,减少“长边效应”、“异形效应”等对桥梁沉降变形的影响。通过现场基坑开挖过程实际监测结果,验证这一综合变形控制方案的可行性。该研究成果对于类似复杂地质条件下深大狭长异形基坑的支护及施工设计具有很好的借鉴意义。  相似文献   

萍乐凹陷东段逆冲推覆构造特征及油气资源效应     

邵威  李建青  方朝刚  刘桃  黄正清  廖圣兵  王元俊 《地质论评》2024,70(S1):269-271

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A coupling method for soil structure interaction problems     

M. Souli  I. Shahrour 《国际地质力学数值与分析法杂志》2013,37(9):1140-1153

This paper describes a soil‐structure coupling method to simulate blast loading in soil and structure response. For the last decade, simulation of soil behavior under blast loading and its interaction with semi buried structure in soil becomes the focus of computational engineering in civil and mechanical engineering communities. In current design practice, soil‐structure interaction analysis often assumes linear elastic properties of the soil and uses small displacement theory. However, there are numerous problems, which require a more advanced approach that account for soil‐structure interaction and appropriate constitutive models for soil. In simplified approaches, the effect of soil on structure is considered using spring‐dashpot‐mass system, and the blast loading is modeled using linearly decaying pressure–time history based on equivalent trinitrotoluene and standoff distance, using ConWep, a computer program based on semi‐empirical equations. This strategy is very efficient from a CPU time computing point of view but may not provide accurate results for the dynamic response of the structure, because of its significant limitations, mainly when soil behavior is strongly nonlinear and when the buried charge is close to the structure. In this paper, both soil and explosive are modeled using solid elements with a constitutive material law for soil, and a Jones–Wilkins–Lee equation of state for explosive. One of the problems we have encountered when solving fluid structure interaction problems is the high mesh distortion at the contact interface because of high fluid nodal displacements and velocities. Similar problems have been encountered in soil structure interaction problems. To prevent high mesh distortion for soil, a new coupling algorithm is performed at the soil structure interface for structure loading. The coupling method is commonly used for fluid structure interaction problems in automotive and aerospace industry for fuel sloshing tank, and bird impact problems, but rarely used for soil structure interaction problems, where Lagrangian contact type algorithms are still dominant. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Investigation of highly efficient algorithms for solving linear equations in the discontinuous deformation analysis method          下载免费PDF全文

Xiaodong Fu  Qian Sheng  Yonghui Zhang  Jian Chen 《国际地质力学数值与分析法杂志》2016,40(4):469-486

Large‐scale engineering computing using the discontinuous deformation analysis (DDA) method is time‐consuming, which hinders the application of the DDA method. The simulation result of a typical numerical example indicates that the linear equation solver is a key factor that affects the efficiency of the DDA method. In this paper, highly efficient algorithms for solving linear equations are investigated, and two modifications of the DDA programme are presented. The first modification is a linear equation solver with high efficiency. The block Jacobi (BJ) iterative method and the block conjugate gradient with Jacobi pre‐processing (Jacobi‐PCG) iterative method are introduced, and the key operations are detailed, including the matrix‐vector product and the diagonal matrix inversion. Another modification consists of a parallel linear equation solver, which is separately constructed based on the multi‐thread and CPU‐GPU heterogeneous platforms with OpenMP and CUDA, respectively. The simulation results from several numerical examples using the modified DDA programme demonstrate that the Jacobi‐PCG is a better iterative method for large‐scale engineering computing and that adoptive parallel strategies can greatly enhance computational efficiency. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: Case of hydrostatic pore‐water pressure     

Ha H. Bui  Ryoichi Fukagawa 《国际地质力学数值与分析法杂志》2013,37(1):31-50

The method of smoothed particle hydrodynamics (SPH) has recently been applied to computational geomechanics and has been shown to be a powerful alternative to the standard numerical method, that is, the finite element method, for handling large deformation and post‐failure of geomaterials. However, very few studies apply the SPH method to model saturated or submerged soil problems. Our recent studies of this matter revealed that significant errors may be made if the gradient of the pore‐water pressure is handled using the standard SPH formulation. To overcome this problem and to enhance the SPH applications to computational geomechanics, this article proposes a general SPH formulation, which can be applied straightforwardly to dry and saturated soils. For simplicity, the current work assumes hydrostatic pore‐water pressure. It is shown that the proposed formulation can remove the numerical error mentioned earlier. Moreover, this formulation automatically satisfies the dynamic boundary conditions at a submerged ground surface, thereby saving computational cost. Discussions on the applications of the standard and new SPH formulations are also given through some numerical tests. Furthermore, techniques to obtain the correct SPH solution are also proposed and discussed throughout. As an application of the proposed method, the effect of the dilatancy angle on the failure mechanism of a two‐sided embankment subjected to a high groundwater table is presented and compared with that of other solutions. Finally, the proposed formulation can be considered a basic formulation for further developments of SPH for saturated soils. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献