中央亚洲活动带多岛海地质演化与砂岩型铀矿时空定位模式     

刘红旭  陈祖伊  郭华 《铀矿地质》2014,(2):78-86

中央亚洲活动带是世界上重要的铀成矿带之一,我国的天山-阴山-燕山以北地区正处于此带内。文章以成熟陆壳控矿理论和多岛海地质构造演化理论为基础,在系统分析该成矿带不同构造单元古生代岩石地球化学特征及其反映的大地构造属性的基础上,探讨了该带地壳成熟度及其对后期砂岩型铀矿成矿作用的影响,并建立了相应的砂岩型铀矿时空定位模式。  相似文献   

Fracturing,fluid flow and shear zone development: Relationships between chemical and mechanical processes in Proterozoic mafic dykes from southwestern Montana,USA          下载免费PDF全文

Cailey B. Condit  Kevin H. Mahan 《Journal of Metamorphic Geology》2018,36(2):195-223

Fluids can play an important role in the localization of deformation in the deep crust, yet the specific mechanisms active during the complex interactions between metasomatism, metamorphism and deformation remain elusive. Precambrian metagabbronorite dykes in southwest Montana contain fractures filled with Hbl±Grt and discrete cm‐scale shear zones with well‐preserved strain gradients. This system offers an ideal opportunity to constrain the chemical and mechanical processes that facilitated strain localization. An early M₁ assemblage of Grt₁+Cpx₁+Pl₁+Qz developed at conditions of 0.51–0.85 GPa and 500–700°C and is preserved largely as a static replacement of relict igneous phases (Opx, Pgt, Pl) in coronitic textures. An M₂ assemblage characterized by Grt₂+Pl₂±Cpx₂+Hbl+Scp+Qz developed at 0.86–1.00 GPa and 660–730°C coincided with fluid flow and deformation associated with shear zone development. Microstructural observations in marginal protomylonite/mylonite and laminated ultramylonite suggest a shear zone evolution that involved (1) nucleation from pre‐existing fractures that were sites for major fluid infiltration, (2) initial widening coincident with grain‐size reduction by microfracturing, dislocation creep, and synkinematic metamorphic reaction by solution transfer, and (3) a switch in the dominant deformation mechanisms active in the ultramylonite from grain‐size insensitive mechanisms to grain‐size sensitive granular flow accommodated by fluid‐assisted diffusion. Throughout this evolution, the effective bulk compositions of the rock volumes responding to metamorphism changed through a combination of mechanical and metasomatic processes.  相似文献   

新世纪构造地质学两大支柱理论: 最大有效力矩准则与变位形分解     

郑亚东  张进江  张波 《地质力学学报》2022,28(3):319-337

传统构造地质学用摩尔-库伦准则和贝克尔的应变椭球体理念分别解释地壳中的脆性断层和塑性变形,将变形局部化的韧性剪切带形成解释为平行应变椭球体的圆切面,却无法解释变形局部化的共轭剪切带稳定夹角~110°面对应缩短方向。变形局部化是独立于脆性和塑性变形外的变形领域,受最大有效力矩准则控制。20世纪末提出的变位形分解理念,摆脱连续介质力学的束缚,合理地说明广泛存在的走滑断层平行俯冲带或逆冲断层带。非均匀变形和非连续介质力学理念的建立,为地质学与力学的结合开辟了新的前景。文章试用上述两理念概略分析中国和邻区中新生代构造格局,以期引发讨论。   相似文献   

基于罚函数偶应力理论的土体应变局部化研究     

王冬勇  陈曦  王方宇  彭丽云  齐吉琳 《岩土力学》2022,43(Z2):533-540

与 Cosserat 理论相比,偶应力理论在一定程度上可以降低数值框架的复杂度,已逐渐应用于岩土体应变局部化分析中。然而,一般的偶应力有限元法需要满足 C¹连续性,即单元内部和单元交界面上的应变都需要具有连续性。为了避免开发较为复杂的C¹型偶应力单元,在 Cosserat 连续体理论框架下,通过借助罚函数方法对 C¹连续性进行松弛来获得偶应力理论的逼近解,建立了基于罚函数的偶应力有限元方法 PCS-FEM。通过平面应变条件下的弹性圆孔应力集中问题对 PCS-FEM 方法的有效性进行了验证,并应用于土体应变局部化分析中。通过对Ottawa砂的平面应变试验进行数值模拟,发现 PCS-FEM 方法获得的应力−应变曲线及剪切带破坏形态与试验结果基本一致,且能够克服经典连续体理论病态的网格敏感性问题,保证应变局部化问题的适定性;通过对承受偏心荷载作用下的土坡应变局部化经典算例进行分析,发现 PCS-FEM 方法同样可以克服土坡应变软化阶段的网格敏感性问题,展现土体的渐进破坏过程。  相似文献   

一种改进的组合定权的指纹定位算法     

曹晓祥  陈国良 《测绘通报》2018,(2):6-10

室内场景复杂、WiFi信号不稳定等因素,造成基于信号空间K最近邻法的WiFi指纹定位算法匹配的邻近点会出现偏差,使用偏差较大的点计算待定点位置会直接影响定位结果。本文提出了一种改进的组合定权的指纹定位算法,对K个邻近点的几何结构进行分析,剔除其中偏离邻近点几何中心较远的点后,同时分析匹配邻近点中心同待定点几何位置存在理论上的关联,利用选择后的邻近点与其中心点的几何距离、待定点与指纹点欧氏距离组合定权,加权求取坐标。与KNN、WKNN算法定位结果分别进行比较,表明该方法提高了定位准确性和精度。  相似文献   

RGB-D SLAM在室内高精度三维测图中的应用     

范军林  肖斌  涂梨平  胡全一  师现杰  危双丰 《测绘通报》2021,(8):119-122

高精度三维测图是室内三维制图的重要支撑,基于三维激光雷达扫描技术的三维测图成本高,需要提前布置标靶,在室内复杂环境中易导致数据不完整;基于图像序列的三维重建建模时间长,易受多种因素影响。针对以上问题,本文将RGB-D SLAM技术应用于室内高精度三维测图中。通过将深度相机与SLAM技术相结合,计算相机位姿并恢复三维空间信息,获取室内三维点云模型,并以目标物实际量测为基准评价密集点云精度。试验结果表明,该方法可快速获取精度较高的三维点云模型,成本低且效率高,能够较好地满足应用需求。  相似文献   

5-HT对马氏珠母贝卵体外促熟的影响及5-HT受体的细胞学定位   总被引：1，自引：0，他引：1  

王琦  何毛贤 《海洋通报》2015,34(1):89-94

研究了5-羟色胺(5-HT)对马氏珠母贝解剖获得卵母细胞的促熟作用及5-HT受体(5-HTpf)在其性腺中的分布情况。通过体外浸泡的方法处理马氏珠母贝卵母细胞使其成熟,结果表明一定浓度的5-HT可显著促使马氏珠母贝卵母细胞生发泡破裂,并使已经发生生发泡破裂的卵母细胞进一步成熟,同时可诱导5-HT受体基因的表达。用原位杂交的方法对5-HT受体在马氏珠母贝性腺中的分布的研究结果揭示,卵巢中次级卵母细胞和卵细胞均存在5-HT受体,有阳性信号出现;精巢中仅滤泡壁及精母细胞中有少量表达。以上结果表明马氏珠母贝的卵母细胞不仅能产生5-HT并且可表达5-HT受体。  相似文献   

Shear localization,velocity weakening behavior,and development of cataclastic foliation in experimental granite gouge     

《Journal of Structural Geology》2015

Microstructural aspects of room-temperature deformation in experimental Westerly granite gouge were studied by a set of velocity stepping rotary-shear experiments at 25 MPa normal stress. The experiments were terminated at: (a) 44 mm, (b) 79 mm, and (c) 387 mm of sliding, all involving variable-amplitude fluctuations in friction. Microstructural attributes of the gouge were studied using scanning (SEM) and scanning transmission electron microscopy (STEM), image processing, and energy dispersive X-ray (EDX) analyses. The gouge was velocity weakening at sliding distances >10 mm as a core of cataclasites along a through-going shear zone developed within a mantle of less deformed gouge in all experiments. Unlike in experiment (a), the cataclasites in experiments (b) and (c) progressively developed a foliation defined by stacks of shear bands. The individual bands showed an asymmetric particle-size grading normal to shearing direction. These microstructures were subsequently disrupted and reworked by high-angle Riedel shears. While the microstructural evolution affected the effective thickness and frictional strength of the gouge, it did not affect its overall velocity dependence behavior. We suggest that the foliation resulted from competing shear localization and frictional slip hardening and that the velocity dependence of natural fault gouge depends upon compositional as well as microstructural evolution of the gouge.  相似文献   

Coupled modeling of Excavation Damaged Zone in Boom clay: Strain localization in rock and distribution of contact pressure on the gallery’s lining     

《Computers and Geotechnics》2015

Around galleries excavated at depth in geological media, the creation of a damaged zone with significant irreversible deformation is generally unavoidable. In the case of a geological disposal system for high-level radioactive waste, the resulting change in the host rock properties in this damaged zone may potentially be important with respect to the long-term evolution and the performance of that system. In this context, predicting the extent of the so-called Excavation Damaged Zone (EDZ) and, possibly, the fractures’ network topology remains a challenge. This study is aimed to simulate numerically the extension of this zone at the large scale’s excavation, around the Connecting gallery (HADES URL, Mol, Belgium), in Boom clay host rock through analyzing the evolution of strain localization in shear bands mode. To realistically model the involved phenomena, the concrete lining is considered on the gallery wall highlighting its impacts on the evolution of convergence and EDZ around the gallery. The focus of the current paper is made on analyzing the coupled hydro-mechanical behavior of Boom clay host rock during and after the gallery excavation with respect to the evolution of localized shear bands around the gallery. This study is accompanied by the analysis of the contact mechanism on the interface between the clay massive and the lining. The obtained results reveal some interesting features regarding the contact phenomenon relatively to the evolution pattern of shear bands within the clay around the gallery. To assess the reliability of the proposed approach, a discussion on some in-situ observations during the gallery’s construction is also performed based on which a good agreement is found between the in-situ evidence and simulated results.  相似文献   

Modelling strain localization in granular materials using micropolar theory: mathematical formulations     

Mustafa I. Alsaleh  George Z. Voyiadjis  Khalid A. Alshibli 《国际地质力学数值与分析法杂志》2006,30(15):1501-1524

It has been known that classical continuum mechanics laws fail to describe strain localization in granular materials due to the mathematical ill‐posedness and mesh dependency. Therefore, a non‐local theory with internal length scales is needed to overcome such problems. The micropolar and high‐order gradient theories can be considered as good examples to characterize the strain localization in granular materials. The fact that internal length scales are needed requires micromechanical models or laws; however, the classical constitutive models can be enhanced through the stress invariants to incorporate the Micropolar effects. In this paper, Lade's single hardening model is enhanced to account for the couple stress and Cosserat rotation and the internal length scales are incorporated accordingly. The enhanced Lade's model and its material properties are discussed in detail; then the finite element formulations in the Updated Lagrangian Frame (UL) are used. The finite element formulations were implemented into a user element subroutine for ABAQUS (UEL) and the solution method is discussed in the companion paper. The model was found to predict the strain localization in granular materials with low dependency on the finite element mesh size. The shear band was found to reflect on a certain angle when it hit a rigid boundary. Applications for the model on plane strain specimens tested in the laboratory are discussed in the companion paper. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献