中国东部某些地区碱性玄武岩中包体的温度、压力的计算

一、概述中国东部新生代碱性玄武岩系列的火山岩中广泛分布着超镁铁岩包体。这些包体是我们直接能观察到的该地区上地幔的标本。它对于了解该地区上地幔物质组成和地温分布具有重要的意义。现仅就收集到的包体资料,侧重对其温度压力条件进行估计,尝试着对这些地区上地幔的组成和地温分布进行一些讨论。超镁铁岩包体主要是尖晶石二辉橄榄岩。在浙江和福建等地还分布有石榴石二辉橄榄岩。此外,还有少量的纯橄榄岩、斜方辉石岩、单斜辉石岩、二辉石岩,含角闪石的尖晶石二辉橄榄岩     

辽宁复县地区古生代岩石圈地幔特征

本文通过对辽宁复县地区50号金伯利岩管的研究,根据金伯利岩的地球化学和其中地幔矿物及深源捕虏体特征初步推测,复县地区古生代的上地幔反映了该区自早古生代以来上地幔的各种深部事件。它的岩石圈地幔组成与南非金伯利岩发育地区不完全相同。本区是由二辉橄榄岩、纯橄岩、方辉橄榄岩、少量云母石榴长石岩以及金伯利岩的早期堆积物——各种金云母岩所组成。特别值得注意的是,与金刚石平衡共存的是含石榴石及铬铁矿的二辉橄榄岩和方辉橄榄岩,而南非地区与金刚石平衡共存的只是方辉橄榄岩,它是该区在克拉通化过程中通过岩石圈垫底作用增生于其底部的岩石类型。复县地区上地幔中部分橄揽岩仍保留有早期地幔熔体结晶时的火成结构,方辉橄揽岩为提取苦橄质玄武岩-玄武质科马提岩的难熔残余。17亿年本区转变为稳定克拉通后,11亿年(或更晚一些)有交代作用发生,使上地幔富集不相容元素,为熔融金伯利岩准备了源区条件。50号岩管的金伯利岩相当于南非Ⅰ型与Ⅱ型金伯利岩的过渡类型,表明上地幔富集程度较高。复县地区古生代岩石圈厚度至少为170km,其下部上地幔温度为1130℃左右,fo_2接近WM缓冲反应线,与西伯利亚和西非加纳金刚石结晶时的氧逸度相似。     

广东普宁麒麟辉石岩幔源包体的岩石学特征

广东普宁麒麟超镁铁岩集块角砾岩筒中含有丰富的二辉橄榄岩—方辉橄榄岩、辉石岩幔源包体,是研究上地幔的良好地点。目前,国内外对橄榄岩包体研究和报导较多,而对上地幔的一个重要组成部分—辉石岩则研究较少,对辉石岩成因问题尚存在争议。因此,本文主     

辽西中生代粗面玄武岩中地幔和下地壳捕虏体的发现及其地质意义

辽西中生代粗面玄武岩的KAr同位素年龄为84.76±1.67Ma,其 中 含有丰富的超镁 铁质岩和深部壳源捕虏体,主要有角闪尖晶二辉橄榄岩、尖晶石二辉橄榄岩、二辉橄榄岩、 含斜长石的角闪二辉石岩、二辉麻粒岩和辉石斜长片麻岩等。包体的组构及矿物化学研究表 明超镁质岩捕虏体来源于上地幔,麻粒岩和片麻岩则为深部壳源捕虏体。该类包体的发现对 中国东部中生代上地幔和下地壳的研究具有重要意义。     

我国六合、张家口碱性玄武岩内橄榄岩包体中的高密度二氧化碳流体包裹体

碱性玄武岩,特别是时代较新的第三纪、第四纪碱性玄武岩中,常常含有以尖晶石二辉橄榄岩为主的超镁铁岩包体。这类超镁铁岩包体一般被认为是来自上地幔的岩石碎块。因此,对它们进行深入的研究,对于探讨下地壳-上地幔中的地质作用过程、上地幔的局部     

我国金伯利岩中的深源岩石包体

作者研究发现山东胜利1号、辽宁50号、51号及42号岩体中,见有纯橄岩、石榴二辉橄榄岩、尖晶二辉橄榄岩及云母橄榄岩包体;河北涉县及山东红旗2号金伯利岩中见有榴辉岩包体。包体形态为浑圆状、椭圆状,其大小为1-15cm。纯橄岩和石榴二辉橄榄岩比其寄主金伯利岩富含Cr_2O_3、NiO_3、贫CaO、CO_2、K_2O、Na_2O、TiO_2和Al_2O_3,其稀土配分模式为LREE富集型。根据深源岩石包体的温度、压力条件的估算,认为纯橄岩和石榴二辉橄榄岩来自上地幔深处,为上地幔局部熔融的残余物,而河北涉县金伯利岩中榴辉岩包体来自下地壳,云母橄榄岩类为软流圈顶部的地幔交代作用带上的岩石,尖晶二辉橄榄岩是来自上地幔较浅部位,它们为金伯利岩浆的偶然捕虏体。     

上地幔中的流体和熔体

玄武质和金伯利岩质火山岩浆从地幔深处挟带的橄榄岩捕虏体为研究上地幔中流体和熔体的性质提供了非常丰富的直接证据。本文通过考察中国东部新生代碱性玄武岩(碧玄岩、橄榄霞石岩、碱性橄榄玄武岩)所含地幔橄榄岩捕虏体中的流体包裹体、熔体包裹体和玻璃,直接研究上地幔中的流体和熔体     

鲁西中生代闪长岩中深源橄榄岩类包体的研究

鲁西中生代侵入岩依次生成辉长岩系列、二辉石闪长岩系列、角闪闪长岩系列、二长岩系列和正长岩系列(林景仟等,1989)。近年来,我们在属于二辉石闪长岩系列的莱芜铁铜沟岩体、矿山岩体和邹平茶叶山岩体中发现了大量不同成因类型的橄榄岩类包体。这些包体为认识鲁西地区中生代岩浆起源、岩石圈结构及上地幔中的超镁铁质岩浆作用提供了重要的信息。 1.包体成因类型及岩石学特征所发现的橄榄岩类包体的主要岩石类型有纯橄岩、方辉橄榄岩、二辉橄榄岩和橄辉岩;以前两类为主,与二辉岩、单辉辉石岩、辉闪岩和角闪岩包体相伴生。根据岩石结构和矿物成分特征,这些包体可划分为亏损型上地幔纯橄榄岩、方辉     

广东普宁麒麟幔源包体及其寄主玄武岩稀土元素的研究

球粒陨石标准化的稀土元素分布型式表明二辉橄榄岩和方辉橄榄岩具有平坦的分布型式,二辉橄榄岩分布在世界二辉橄榄分布区域内,方辉橄榄岩HREE含量较低;辉石岩的分布型式与印度洋中脊玄武岩公布型式相近,玄武岩的分布型式明显亏损重稀土元素,它与夏威夷碱性橄榄玄武岩分布型式相近以.稀土元素分配系数的计算表明,二辉椰榄岩和玄武岩岩浆之间、方辉橄榄岩阳辉石岩岩浆之间处于平衡.辉石岩岩浆和玄武岩岩浆是起源于上地慢的原始岩浆.这与辉石岩和玄武岩主要元素的化学成分一致.稀土元素的研究暗示了该区土地馒曾发生过稀土元素的分异.在辉石岩浆形成之前,在上地幔的较高部位即玄武岩岩浆的源区轻稀土元素微具富集,而在上地幔的梢下部位即辉石岩岩浆形成的源区轻度亏损了轻稀土元素     

东南沿海地区古近纪大陆岩石圈地幔特征及成因

东南沿海地区新生代玄武岩中的橄榄岩包体来自岩石圈地幔 ,上地幔橄榄岩包体的岩石学及地球化学特征都记录了地幔演化的历史。普宁橄榄岩包体斜方辉石含量与太古宙克拉通地幔类似 ,但在矿物学、REE、痕量元素和Sr Nd同位素上又与太古宙岩石圈地幔不同。橄榄岩包体的岩相学、矿物学、REE、痕量元素特征都提供了含H2 O富Si流体交代橄榄岩的证据 ,这种流体可能主要是洋壳物质局部熔融而成。流体交代使橄榄岩富Si,同时富Sr、Pb和强不相容元素等大洋岩石圈物质。这表明普宁大陆岩石圈地幔既保留太古宙岩石圈地幔的特征 ,又具有大洋俯冲地幔的特征 ,它是古老岩石圈地幔向大洋岩石圈地幔转换的一部分 ,这种转换可能是大洋岩石圈与大陆岩石圈地幔相互作用的结果。     

打入桩承载力确定方法对安全系数的影响

在传统的容许应力设计方法中桩基承载力安全系数取决于桩基承载力的确定方法,然而,基于经验选择的承载力安全系数缺少理论依据,为此,基于贝叶斯理论和线性回归方法提出了评价桩基承载力确定方法对承载力安全系数影响的方法,给出了现行规范对于不同承载力确定方法采用不同安全系数的理论依据,阐明了桩基动力测试降低安全系数的理论依据,并以7种桩基设计方法为例,分析了承载力确定方法对安全系数的影响。结果表明,采用所提出的方法计算的安全系数基本上与现行的经验值相一致,表明精确的承载力确定方法可以有效地降低承载力安全系数,设计方法、承载力确定方法和水平都对安全系数有影响,但当承载力试验桩的数目足够多时,安全系数对于设计方法的精确性不敏感。     

Quantitative methods for estimating flood fatalities: towards the introduction of loss-of-life estimation in the assessment of flood risk

Risk, including flood risk, can be defined as ??the combination of the probability of an event and its consequences??. Assessing and managing the risk from flooding should explicitly include the estimation of impacts to people. Extensive research is currently ongoing looking at both quantitative and qualitative approaches for assessing flood impacts on people. Although there is some literature available on such approaches, examples of methodological and routinely applications of these methodologies as part of flood risk assessments are rare. This paper focuses on quantitative approaches for estimating impacts of flooding to people, notably on methods for assessing fatality numbers associated with flooding. Three methods for assessing losses of life are discussed in detail. The methods discussed here constitute the forefront of research in Canada, UK and The Netherlands. These methods provide an assessment of the physical consequences of flooding on people and can be used to introduce the impacts to people as quantitative metric for the assessment of flood risk. In this paper, the three methodologies are discussed and applied in a UK case study reproducing the 1953 East Coast flood event. This study aims to provide a comprehensive comparison on both the reliability and the applicability of the methods. We analyse possible added values on using of these methods in systematic analyses, aiming to provide guidelines for applying these methods for flood fatality risk assessment.     

海底地形数据获取的手段、精度和用途

论述了当前海底地形数据获取的主要方法,根据各种不同方法的特点分析了其可能达到的精度,由此得出各种海底地形数据获取的方法适用性。     

Estimating the Strength of Jointed Rock Masses

Determination of the strength of jointed rock masses is an important and challenging task in rock mechanics and rock engineering. In this article, the existing empirical methods for estimating the unconfined compressive strength of jointed rock masses are reviewed and evaluated, including the jointing index methods, the joint factor methods, and the methods based on rock mass classification. The review shows that different empirical methods may produce very different estimates. Since in many cases, rock quality designation (RQD) is the only information available for describing rock discontinuities, a new empirical relation is developed for estimating rock mass strength based on RQD. The newly developed empirical relation is applied to estimate the unconfined compressive strength of rock masses at six sites and the results are compared with those from the empirical methods based on rock mass classification. The estimated unconfined compressive strength values from the new empirical relation are essentially in the middle of the estimated values from the different empirical methods based on rock mass classification. Similar to the existing empirical methods, the newly developed relation is only approximate and should be used, with care, only for a first estimate of the unconfined compressive strength of rock masses. Recommendations are provided on how to apply the newly developed relation in combination with the existing empirical methods for estimating rock mass strength in practice.     

A comparison of multiscale methods for elliptic problems in porous media flow

We review and perform comparison studies for three recent multiscale methods for solving elliptic problems in porous media flow; the multiscale mixed finite-element method, the numerical subgrid upscaling method, and the multiscale finite-volume method. These methods are based on a hierarchical strategy, where the global flow equations are solved on a coarsened mesh only. However, for each method, the discrete formulation of the partial differential equations on the coarse mesh is designed in a particular fashion to account for the impact of heterogeneous subgrid structures of the porous medium. The three multiscale methods produce solutions that are mass conservative on the underlying fine mesh. The methods may therefore be viewed as efficient, approximate fine-scale solvers, i.e., as an inexpensive alternative to solving the elliptic problem on the fine mesh. In addition, the methods may be utilized as an alternative to upscaling, as they generate mass-conservative solutions on the coarse mesh. We therefore choose to also compare the multiscale methods with a state-of-the-art upscaling method – the adaptive local–global upscaling method, which may be viewed as a multiscale method when coupled with a mass-conservative downscaling procedure. We investigate the properties of all four methods through a series of numerical experiments designed to reveal differences with regard to accuracy and robustness. The numerical experiments reveal particular problems with some of the methods, and these will be discussed in detail along with possible solutions. Next, we comment on implementational aspects and perform a simple analysis and comparison of the computational costs associated with each of the methods. Finally, we apply the three multiscale methods to a dynamic two-phase flow case and demonstrate that high efficiency and accurate results can be obtained when the subgrid computations are made part of a preprocessing step and not updated, or updated infrequently, throughout the simulation. The research is funded by the Research Council of Norway under grant nos. 152732 and 158908.     

河道内生态需水估算方法及其评述

针对目前常用的水文指标法、水力学法、整体分析法和栖息地法,4大类河道内生态需水估算方法就其适用条件和范围作了相关评述。认为不同的估算方法有其不同的适用条件和范围,在实际应用中需根据已有资料条件和研究的目的,选用不同的计算方法。     

环境样品中钼的测定方法进展

根据多年来国内对钼的测定方法的研究报道,对环境样品中钼的主要测定方法进行总结,常用方法有分光光度法、催化极谱法、原子吸收分光光度法、ICP—AES法及ICP-MS等,分析了它们的优缺点,有利于选择适宜的测定方法。     

Failure analysis of CPT-based direct methods for axial capacity of driven piles in sand

Due to variety of current pile bearing capacity methods based on cone penetration test (CPT) measurements, there is always a need for evaluating performance of existing methods to make proper choices of methods as well as safety factors for optimum design. In this regard, geotechnical databases are known as useful tools which facilitate evaluation of existing methods. This paper deals with axial bearing capacity of driven piles in sand using CPT-based methods. A database of seventy-six records is employed to analyze different criteria of interpreting static pile load test results to select the most consistent approach with the CPT-based methods. Then, performance of nine commonly used direct CPT-based methods was evaluated. Finally, via a failure probability and cost optimisation approach, optimum safety factors are presented and discussed. Analysis of different failure criteria shows that the Hansen 80% criterion leads to more consistent results with the CPT-based methods. In addition, almost all of the investigated methods showed promising performance. The attained safety factors range from 1.6 to 3.1 for all records, 1.4 to 3.1 for piles in compression, and 1.4 to 2.2 for the piles in tension. Then, efficiency of methods was evaluated and the methods with higher efficiency are introduced.     

声波散射数值模拟的两种新方案

声波散射的数值模拟问题一般用网格法或积分方程法解决。当模型的尺度很大时,两种方法都会遇到计算机资源不足所造成的困难。另外,在网格法中,场源的位置和场源附近的波场奇异性逼近精度都受网格点的控制,因此难以满足实际问题所提出的要求。针对这些问题,提出了两种处理声波散射问题的新方案。一种主要针对网格法,另外一种针对积分方程法。在针对网格法的方案中,通过模型分解和波场分裂,将原始的总场计算问题转化为散射场计算问题。由于背景场是由解析公式给出的,所以可以将场源放置在数值网格的任意位置,不一定非得在网格点上。基于同样的原因,场源附近的波场奇异性可以精确地算出。在针对积分方程法的方案中,通过引入拟线性近似,使得散射场的数值求解不必再借助于代数方程组,只要进行数值积分即可。所建立的数值计算方案具有普遍的适用性,其基本思想可以直接用于解决弹性波散射的数值模拟问题并用于反演密度和速度。     

Comparison between cell-centered and nodal-based discretization schemes for linear elasticity

In this paper, we study newly developed methods for linear elasticity on polyhedral meshes. Our emphasis is on applications of the methods to geological models. Models of subsurface, and in particular sedimentary rocks, naturally lead to general polyhedral meshes. Numerical methods which can directly handle such representation are highly desirable. Many of the numerical challenges in simulation of subsurface applications come from the lack of robustness and accuracy of numerical methods in the case of highly distorted grids. In this paper, we investigate and compare the Multi-Point Stress Approximation (MPSA) and the Virtual Element Method (VEM) with regard to grid features that are frequently seen in geological models and likely to lead to a lack of accuracy of the methods. In particular, we look at how the methods perform near the incompressible limit. This work shows that both methods are promising for flexible modeling of subsurface mechanics.