南海北部西沙海槽沉积物管状黄铁矿特征及其形成机理^*          下载免费PDF全文

石思思  吴朝东  梁金强  王熠哲  叶云涛  方允鑫  马健  翟俪娜 《古地理学报》2020,22(1):175-192

南海北部西沙海槽S1站位的岩心柱沉积物中广泛发育自生矿物黄铁矿,其形态以管状为主,且具有内部中空的圈层结构。使用扫描电镜、电子探针、LA-ICP-MS、SIMS等测试方法研究了管状黄铁矿的形态及圈层结构,结果显示: (1)管状黄铁矿发育内部中空的圈层结构,其中内圈层(I_py)由莓球状黄铁矿呈五角十二面体紧密堆积组成,外圈层(O_py)由晶形较好晶粒较大的八面体黄铁矿组成,并混有沉积碎屑及钙质生物壳体;(2)内圈层和外圈层分别呈现出贫S富Fe和富S贫Fe的特征,其成因是甲烷渗漏造成的局部还原环境使得As进入黄铁矿中导致晶格空缺或被扭曲,从而促进Ni、Co、Cu、Zn、Pb等微量元素的掺入;(3)内圈层、外圈层发生了明显的硫同位素分馏现象,内圈层中 δ³⁴S 平均为-37.8‰,外圈层中 δ³⁴S 平均为-29.3‰。研究认为,管状黄铁矿作为曾经甲烷渗漏的通道,其生长机制可分为3个阶段: (1)气水通道形成阶段: 向上运移的甲烷流体在沉积物孔隙中逐渐形成气水通道;(2)外圈层形成阶段: 当向上运移的甲烷与硫酸盐发生甲烷厌氧氧化时,逐渐形成晶体较大、晶形较好的八面体黄铁矿外圈层;(3)内圈层形成阶段: 随着甲烷浓度逐渐降低,在气水通道中的微生物作用下,剩余甲烷与向下运移的硫酸盐继续反应形成莓球状黄铁矿内圈层。因此,南海北部的泥岩中大量发育的管状黄铁矿常常与地层中甲烷水合物的存在有关。  相似文献   

渤海湾盆地东濮凹陷古近系古湖盆氧化还原条件及其优质烃源岩的发育模式     

马小祥  姚素平  张柏林  张云献  彭君 《高校地质学报》2019,25(6):801

通过分析东濮凹陷古近系沙河街组烃源岩样品的主微量元素含量，研究了东濮凹陷沙河街组优质烃源岩形成时的古氧化还原条件、古生产力水平及古水体的局限性，探讨了沙河街组沙三段优质烃源岩的发育模式。研究结果表明，东濮凹陷的北部沙三段优质烃源岩发育属于“深水窄盆水体分层沉积”模式。水体主要是咸水—超咸水，水体局限性较强，深度较深形成了稳定的盐度分层，从而造成底层水处于稳定的缺氧条件，有利于有机质的保存。根据主微量元素分析及古生产力的还原，沙三段沉积时水体表层富氧，发育大量有机质，生物死亡后有机质发生絮凝，在氧化还原界面吸附于铁锰氧化物的表面，沉降到底部，底部水体缺氧到还原的性质，适合保存有机质。东濮凹陷南部沙三段优质烃源岩发育属于“浅水广盆凹盆缺氧沉积”模式。湖泊水体为淡水，湖水局限性很弱，属于开阔水域，由于地表河流及洪水带来大量营养物质，表层水体古生产力较高，缺乏缺氧的保存条件，有机质生化阶段消耗较多，但是局部也可以发育弱还原水体，进而形成优 质烃源岩。  相似文献   

Robust numerical implementation of a 3D rate-dependent model for reservoir geomechanical simulations     

Giovanni Isotton  Pietro Teatini  Massimiliano Ferronato  Carlo Janna  Nicolò Spiezia  Stefano Mantica  Giorgio Volonte 《国际地质力学数值与分析法杂志》2019,43(18):2752-2771

A 3D elasto-plastic rate-dependent model for rock mechanics is formulated and implemented into a Finite Element (FE) numerical code. The model is based on the approach proposed by Vermeer and Neher (A soft soil model that accounts for creep. In: Proceedings of the International Symposium “Beyond 2000 in Computational Geotechnics,” pages 249-261, 1999). An original strain-driven algorithm with an Inexact Newton iterative scheme is used to compute the state variables for a given strain increment.The model is validated against laboratory measurements, checked on a simplified test case, and used to simulate land subsidence due to groundwater and hydrocarbon production. The numerical results prove computationally effective and robust, thus allowing for the use of the model on real complex geological settings.  相似文献   

绿帘石记录俯冲带变质流体活动   总被引：1，自引：0，他引：1  

唐盼  郭顺 《岩石学报》2019,35(7):2045-2060

俯冲带是连接地球表生圈层和深部圈层的关键纽带,深刻影响着地球内部的运行方式和人类宜居环境。俯冲板片脱水释放的高压-超高压变质流体控制着俯冲带诸多重要地质过程,如地幔楔交代和部分熔融、岛弧岩浆活动、中/深源地震以及地球内部的元素迁移和分异等等。深入了解这些流体的源区、运移、成分和物理化学条件是理解这些流体性质和行为的前提和关键。绿帘石是俯冲带变质岩中一个常见的含水造岩矿物,具有较宽广的稳定温压范围(绿片岩相-榴辉岩相)、较高的微量元素含量和缓慢的体扩散行为(如Sr、Pb、Th、U、Cr、V和LREE),能够指示俯冲带(多期)变质流体活动和地球化学效应。本文总结了近年来俯冲带变质绿帘石研究的主要进展及其在揭示俯冲带流体活动方面的重要应用,包括探究俯冲带流体的起源、成分特征、运移方式、氧逸度条件、交代效应和多期次结晶行为。这些研究表明绿帘石是一个极好的变质流体活动记录器,能够为理解俯冲带流体活动和深部元素迁移提供关键信息。  相似文献   

70年来中国化学海洋学研究的主要进展   总被引：5，自引：3，他引：2  

宋金明  王启栋  张润  陈建芳  陈敏  徐忠胜 《海洋学报》2019,41(10):65-80

我国的海洋化学工作者通过70年来，特别是近30年来的化学海洋学研究，实现了我国与世界先进水平进入同步发展的快车道，其显著的特点是:(1)化学海洋学研究从元素地球化学分布系统转向了以揭示深层次海洋生物地球化学过程为核心的研究；(2)化学海洋学研究实现了多领域、多视点的综合交叉研究；(3)更加关注了人为影响与自然变化共同作用下的海洋生态环境变化研究，对近海和海岸带而言，更加注重从海陆统筹一体化角度探析化学物质的分布迁移特征。本文从生源要素的海洋生物地球化学过程、微/痕量元素与同位素的海洋化学研究、生物过程作用下的化学海洋学过程等角度，重点总结归纳和分析了30年来我国海洋化学研究的重要进展和发展状况，以期对化学海洋学的进一步研究提供借鉴和启迪。  相似文献   

Redox evolution of western Tianshan subduction zone and its effect on deep carbon cycle     

《地学前缘(英文版)》2020,11(3):915-924

Knowing the phase relations of carbon-bearing phases at high-pressure(HP) and high-temperature(HT) condition is essential for understanding the deep carbon cycle in the subduction zones.In particular,the phase relation of carbon-bearing phases is also strongly influenced by redox condition of subduction zones,which is poorly explored.Here we summarized the phase relations of carbon-bearing phases(calcite,aragonite,dolomite,magnesite,graphite,hydrocarbon) in HP metamorphic rocks(marble,metapelite,eclogite) from the Western Tianshan subduction zone and high-pressure experiments.During prograde progress of subduction,carbonates in altered oceanic crust change from Ca-carbonate(calcite) to Ca,Mg-carbonate(dolomite),then finally to Mgcarbonate(magnesite) via Mg-Ca cation exchange reaction between silicate and carbonate,while calcite in sedimentary calcareous ooze on oceanic crust directly transfers to high-pressure aragonite in marble or amorphous CaCO3 in subduction zones.Redox evolution also plays a significant effect on the carbon speciation in the Western Tianshan subduction zone.The prograde oxygen fugacity of the Western Tianshan subduction zone was constrained by mineral assemblage of garnet-omphacite from FMQ-1.9 to FMQ-2.5 at its metamorphic peak(maximum P-T) conditions.In comparison with redox conditions of other subduction zones,Western Tianshan has the lowest oxygen fugacity.Graphite and light hydrocarbon inclusions were ubiqutously identified in Western Tianshan HP metamorphic rocks and speculated to be formed from reduction of Fe-carbonate at low redox condition,which is also confirmed by high-pressure experimental simulation.Based on petrological observation and high-pressure simulation,a polarized redox model of reducing slab but oxidizing mantle wedge in subduction zone is proposed,and its effect on deep carbon cycle in subduction zones is further discussed.  相似文献   

Dynamic modelling of retrogressive landslides with emphasis on the role of clay sensitivity          下载免费PDF全文

Xue Zhang  Scott W. Sloan  Eugenio Oñate 《国际地质力学数值与分析法杂志》2018,42(15):1806-1822

This paper presents a detailed numerical study of the retrogressive failure of landslides in sensitive clays. The dynamic modelling of the landslides is carried out using a novel continuum approach, the particle finite element method, complemented with an elastoviscoplastic constitutive model. The multiwedge failure mode in the collapse is captured successfully, and the multiple retrogressive failures that have been widely observed in landslides in sensitive clays are reproduced with the failure mechanism, the kinematics, and the deposition being discussed in detail. Special attention has been paid to the role of the clay sensitivity on each retrogressive failure as well as on the final retrogression distance and the final run‐out distance via parametric studies. Moreover, the effects of the viscosity of sensitive clays on the failure are also investigated for different clay sensitivities.  相似文献   

Permanent earthquake‐induced actions in buried pipelines: Numerical modeling and experimental verification     

《地震工程与结构动力学》2018,47(4):966-987

Buried pipelines are often constructed in seismic and other geohazard areas, where severe ground deformations may induce severe strains in the pipeline. Calculation of those strains is essential for assessing pipeline integrity, and therefore, the development of efficient models accounting for soil‐pipe interaction is required. The present paper is aiming at developing efficient tools for calculating ground‐induced deformation on buried pipelines, often triggered by earthquake action, in the form of fault rupture, liquefaction‐induced lateral spreading, soil subsidence, or landslide. Soil‐pipe interaction is investigated by using advanced numerical tools, which employ solid elements for the soil, shell elements for the pipe, and account for soil‐pipe interaction, supported by large‐scale experiments. Soil‐pipe interaction in axial and transverse directions is evaluated first, using results from special‐purpose experiments and finite element simulations. The comparison between experimental and numerical results offers valuable information on key material parameters, necessary for accurate simulation of soil‐pipe interaction. Furthermore, reference is made to relevant provisions of design recommendations. Using the finite element models, calibrated from these experiments, pipeline performance at seismic‐fault crossings is analyzed, emphasizing on soil‐pipe interaction effects in the axial direction. The second part refers to full‐scale experiments, performed on a unique testing device. These experiments are modeled with the finite element tools to verify their efficiency in simulating soil‐pipe response under landslide or strike‐slip fault movement. The large‐scale experimental results compare very well with the numerical predictions, verifying the capability of the finite element models for accurate prediction of pipeline response under permanent earthquake‐induced ground deformations.  相似文献   

Using the applied element method for modelling calcium silicate brick masonry subjected to in‐plane cyclic loading     

Daniele Malomo  Rui Pinho  Andrea Penna 《地震工程与结构动力学》2018,47(7):1610-1630

The response of calcium silicate unreinforced masonry construction to horizontal cyclic loading has recently become the focus of experimental and numerical research, given its extensive use in some areas of the world that are now exposed to induced earthquakes (eg, north of the Netherlands). To assess the seismic behaviour of such construction, a relatively wide range of modelling methodologies are available, amongst which the discrete elements approach, which takes into account the intrinsic heterogeneity of a brick‐mortar assembly, can probably be deemed as the most appropriate computational procedure. On the other hand, however, since discrete elements numerical methods are based on a discontinuum domain, often they are not able to model every stage of the structural response adequately, and because of the high computational burden required, the analysis scale should be chosen carefully. The applied element method is a relatively recent addition to the discrete elements family, with a high potential for overcoming the aforementioned limitations or difficulties. Initially conceived to model blast events and concrete structures, its use in the earthquake engineering field is, of late, increasing noticeably. In this paper, the use of the applied element method to model the in‐plane cyclic response of calcium silicate masonry walls is discussed and scrutinised, also through the comparison with experimental results of in‐plane cyclic shear‐compression tests on unreinforced masonry walls.  相似文献   

自然资源全要素自适应野外调查框架设计     

刘立  刘娟  陈宏宇  李维庆 《测绘通报》2020,(1):107

针对自然资源全要素调查工作中分类标准不同、调查口径不同、调查方法不同，造成的各部门调查软件平台重复开发建设和调查数据结果地理信息特征表达不清晰等问题，本文结合自然资源全要素野外调查工作的实际需要，以山水林田湖草生命共同体为统一对象，构建了自然资源语义化特征模型，提出了表征不同自然资源类型的自适应野外调查方法，实现了灵活性高、性能优异的自然资源调查技术平台，形成了统一的自然资源全要素野外调查框架，可以有效提升多门类自然资源基础调查、专业调查、动态调查的能力与水平，为自然资源治理能力现代化提供了可靠技术保障。  相似文献