丰祥煤矿水文地质条件及二_1煤层充水因素分析

分析了矿井的水文地质条件,对主要充水含水层进行了分析、划分和对比;对断层构造的导水性、富水性进行了分析。论述了水文地质边界条件。采用大井法和比拟法预测了矿井涌水量,对计算结果进行了评价。对二1煤层充水因素进行了分析,指出奥陶系白云质灰岩岩溶裂隙水为本区二1煤层充水的重要因素之一,并对断裂构造、地表水体、封闭钻孔对二1煤层开采的影响进行了分析。     

层次分析法在塔里木盆地北缘铀成矿预测中的应用

通过对塔里木盆地北缘铀矿成矿规律的研究,利用找矿分析成果和多元找矿信息,运用层次分析法对研究目标相关地学因素的隶属关系进行了划分,并综合专家的意见,对地学模型进行了层次分析,综合分析的步骤包括:确定研究对象及目标,确定分析所需要的数据;对数据进行分析整理,建立地学数据库;总结研究对象构成目标的相关特征,建立层次指标模型,并运用空间分析提取分析因子;由专家对因子进行综合评分,再运用GIS技术和数学方法进行综合分析,确定模型参数,建立矿床定位预测模型,并对预测单元进行成矿有利度的计算和评价.已知矿体和工程验证结果表明,该方法可较好地用于预测分析和成矿预测单元的分级评价.     

新疆某铁矿二期采选工程水资源论证

对新疆某铁矿二期采选工程进行水资源论证,对项目取水合理性进行分析,计算各生产环节需水量并进行核定;对取水水源合理性进行分析,并提出项目各水源月取水量;对项目取退水影响进行论证,分析项目取水对第三者及水文情势等的影响,分析结果可知,项目取水水源、水质均满足需水要求,不会对其他用户取水、水环境及河道生态产生不利影响.在周围...     

小湾水电站进水口边坡稳定性可靠性分析及其应用

结合已有试验数据对断层抗剪强度参数进行了统计分析,采用蒙特卡罗法对小湾水电站进水口边坡的稳定性进行可靠性分析.结果表明了蒙特卡罗法在进水口边坡稳定可靠性分析中的适用性;进而以小湾水电站进水口边坡为算例,对其抗剪强度参数的统计量进行了敏感性分析,说明了对小湾水电站进水口边坡稳定性进行可靠性分析的必要性,对可靠性理论在岩土工程中的应用进行了有益的尝试.     

流量过程变异对汉江中下游河流健康影响分析

流量过程变异会对河流健康产生重要影响。对汉江中下游流量过程变异及其影响因素进行分析;通过实例计算,定量地分析了流量过程变异对汉江中下游河流健康影响程度,并提出了流量过程变异指标分析计算中所存在的问题。     

谈谈日照分析的深度及设计要点--3W组合日照分析的体会

本文通过对一栋住宅所作的3W组合日照分析,论述了日照分析应当表达的内容,并对分析过程中接触的问题的解决方案进行了探索。     

岩体三维节点偶对分析及其应用

本文讨论了节点偶对分析的三维扩展。节点偶对分析是针对摩擦滑动节理单元的约束边界进行的序列矢量判定。在三维节理单元的分析中,几何约束和相应的力学判据极为复杂,采用节点偶对等效结合力方法才能迎刃而解。文中对三维转向节理模型的分析得到合理的结果,它表明本文所提出的方法可成功地应用于节理岩体的有限元分析。     

长江三峡巴东县黄土坡前缘斜坡变形数据本构分析预测研究

应用数据本构分析方法,对三峡库区巴东县黄土坡前缘斜坡变形发展趋势进行了分析预测,阐明了数据本构分析预测对斜坡地质灾害的分析、防治意义     

黄岗滑坡稳定性评价及数值分析

根据对黄岗滑坡的分析,其属于蠕滑-拉裂型滑坡。本文阐述了滑坡的基本特征,并研究分析了滑坡的成因机制及演化过程;在成因机制分析基础上,采用极限平衡法对该滑坡天然状态及暴雨情况下的稳定性进行了计算和评价;另外,还采用有限元数值分析软件Midas对滑坡进行数值模拟,并对数值模拟成果和传统计算的结果进行对比分析,为滑坡治理设计提供了重要的依据。     

红山文化牛河梁遗址形成的环境背景与人地关系研究

本文对辽宁凌源市红山文化牛河梁遗址区的地形进行了考察,对建筑石料进行了鉴定,证明当时人类对地形和岩性的认识和利用已具有较高水平。对遗址文化层的动植物残体分析、孢粉分析及附近大凌河上游全新世沉积剖面的孢粉分析基础上,对牛河梁遗址形成的环境背景和红山文化晚期繁荣的原因及人地关系问题进行了分析探讨。     

RS和GIS技术集成及其应用

本文简要地介绍了ＲＳ（遥感图像处理系统）和ＧＩＳ（地理信息系统）技术及其集成的基本概念和方法。讨论了ＲＳ和ＧＩＳ技术及其集成的内在涵义、相互关系,认为ＲＳ是ＧＩＳ重要的外部信息源,是其数据更新的重要手段,尤其对于全球性的 地理动力学分析,更必须有ＲＳ所提供的覆盖全球的动态数据与ＧＩＳ的结合。反之,ＧＩＳ则可以提供ＲＳ所需要的一些辅助数据,以提高ＲＳ图像的信息量和分辨率,同时,ＧＩＳ可以将实地调查所     

红藻石和蓝藻石概念及分类归属的综述和修订

在分析和总结前人对红藻石和蓝藻石研究成果基础上,结合岩石薄片显微镜下观察实例,发现在以往碳酸盐岩颗粒分类中没有红藻石和蓝藻石的合适位置。鉴于红藻石重要的成因意义和造礁作用,有必要明确红藻石的概念和归属。珊瑚藻本身极易钙化,经生物矿化作用最终保存下来的珊瑚藻屑一直放在生物碎屑中,而红藻石是由非固着的珊瑚藻构成的钙质独立结核,因此也可以被划分到生物碎屑中。蓝藻石作为蓝细菌钙化作用的产物,同时鉴于蓝藻石的广泛存在,把钙化蓝细菌形成的核形石命名为蓝藻石,这一重要概念从提出到现在一直被使用。然而蓝绿藻概念已变更为蓝细菌,蓝藻石的形成与藻类无关,显然将其称作蓝菌石更加确切。因此,应将红藻石和蓝藻石分别归为生物碎屑和核形石当中,并用新的术语蓝菌石替代蓝藻石。其意义在于使红藻石和蓝藻石的概念及归属更为规范,并为碳酸盐岩颗粒的深入研究提供有益线索。     

自动化智能化地质岩芯钻探技术装备研发与应用

为解决5000 m地质岩芯钻探基础准则与依据缺失问题，提高钻探装备的自动化、智能化水平，启动了5000 m智能地质钻探技术装备研发工作，通过钻机装备、钻探器具研制，钻探工艺技术研究并经试验示范验证，取得多项创新成果，形成了5000 m地质岩芯钻探技术体系。通过特深孔钻孔口径与管柱规格优化研究、钻杆规格设计、装备性能参数选配，形成了5000 m地质岩芯钻探技术规范体系；基于5000 m特深孔地质岩芯钻机、孔口自动化作业装置等关键设备研制，实现了绳索取芯钻进的孔口作业全流程自动化，形成了轻量化钻机孔口管柱柔顺控制技术；基于复杂地层孔内工况判别、钻进参数优化与轨迹优化控制等技术问题研究，形成了多源信息融合的地面与孔底一体化钻进过程智能控制技术；基于高性能薄壁绳索取芯钻杆和系列小口径高效钻具研制，形成了大深度绳索取芯系列钻杆钻具技术；研发了耐高温环保型冲洗液、生物破胶废浆处理技术、“广谱型”双浆堵漏技术，形成了绿色环保型冲洗液体系与护壁堵漏技术。     

自动化智能化地质岩芯钻探技术装备研发与应用

为解决5000 m地质岩芯钻探基础准则与依据缺失问题，提高钻探装备的自动化、智能化水平，启动了5000 m智能地质钻探技术装备研发工作，通过钻机装备、钻探器具研制，钻探工艺技术研究并经试验示范验证，取得多项创新成果，形成了5000 m地质岩芯钻探技术体系。通过特深孔钻孔口径与管柱规格优化研究、钻杆规格设计、装备性能参数选配，形成了5000 m地质岩芯钻探技术规范体系；基于5000 m特深孔地质岩芯钻机、孔口自动化作业装置等关键设备研制，实现了绳索取芯钻进的孔口作业全流程自动化，形成了轻量化钻机孔口管柱柔顺控制技术；基于复杂地层孔内工况判别、钻进参数优化与轨迹优化控制等技术问题研究，形成了多源信息融合的地面与孔底一体化钻进过程智能控制技术；基于高性能薄壁绳索取芯钻杆和系列小口径高效钻具研制，形成了大深度绳索取芯系列钻杆钻具技术；研发了耐高温环保型冲洗液、生物破胶废浆处理技术、“广谱型”双浆堵漏技术，形成了绿色环保型冲洗液体系与护壁堵漏技术。     

矿物——成矿与找矿

单颗粒矿物微量元素激光原位定量分析测试数据的大量积累和研究,使矿物成为矿床地球化学研究和矿床勘查的重要示踪剂。本文重点选择磁铁矿、磷灰石、石榴子石、榍石、锆石、绿泥石和绿帘石等的原位分析研究所获得的认识,介绍单颗粒矿物成分组合及变化在矿床类型划分、成矿年龄测定、氧逸度、成矿过程与物质来源、找矿与勘探等方面的应用。不同矿床类型中普遍存在的矿物,如磁铁矿、磷灰石等的微量元素含量及组合差异,提供了矿床类型识别的标志。单颗粒矿物,特别是矿石矿物和密切共生矿物如锡石、铌钽铁矿、赤铁矿、石榴子石、方解石等的原位定年,使成矿年龄的直接准确测定成为现实。矿物中变价元素,如Fe、V、Mn、Ce、Eu含量和/或比值的变化,指示了成矿过程氧逸度及其变化特点。从矿物核部向震荡环带与边部的微量元素含量或同位素组成的变化,示踪了成矿过程中流体来源或性质的变化。斑岩和矽卡岩矿床中与成矿作用关系密切的蚀变矿物,如绿泥石、绿帘石的形成温度、特征微量元素比值,如Ti/Sr、Ti/Co、V/Ni、Mg/Sr等,与距矿床中心距离呈线性函数关系,可定量预测距矿床中心的距离,使以绿泥石、绿帘石为代表的找矿指示矿物研究迅速发展。     

桩-岩摩擦黏着特性的试验与分析

研究桩与岩石的侧摩阻力组成及影响因素,有助于准确地把握桩与岩石的侧摩阻力取值原则。在对桩与岩层的摩擦黏着机制分析的基础上,指出界面力与岩层抗剪力的区别,并提出岩层的极限侧摩阻力由界面强度及岩石强度两者较弱一方决定的观点。进行了中风化岩中4组混凝土短桩的抗压及抗拔极限摩阻力对比试验,获得了相应的极限侧摩阻力值以及抗拔与抗压极限侧摩阻力值的比值。抗拔时由于上部岩层对桩侧岩层的约束作用较弱,会使侧摩阻力相对抗压时有较大降低。通过有限元计算及其与试验值的比较分析,研究短桩与岩层的界面强度条件,发现岩层和混凝土灌注桩间的侧摩阻力中界面黏着力占很大比例。     

现代新技术新方法与工程地质

本文阐述了瓣技术，新方法应用于工程地质研究取得的进展，内容涉及原位测试技术，数值模拟技术，物理模拟技术和物探测技术，这些方面的研究推动了工程地质学的发展。     

Etch and intracutaneous landforms and their implications

Many landforms, major and minor, and including plains of various types, inselbergs, boulders, flared slopes, Rillen and rock basins, are initiated beneath the land surface, at the weathering front. They have evolved in various lithological settings. Most are formed by differential moisture attack, either controlled, or strongly influenced, by bedrock structure. Such forms of subsurface derivation may be differentiated into etch or subcutaneous features that were initiated at the base of the regolith, and intracutaneous forms that had their origin within the weathering zone. Although the agent or agents responsible for eroding the regolith and exposing the bedrock forms have varied in space and time, the similarity of etch and intracutaneous forms is such that their basic morphology persists regardless of the climatic regime in which they now occur. As the regolith is widely developed on the land surface, the forms initiated beneath and within it cannot be taken as climatic indicators. Indeed, like structural forms, these convergent forms represent a varied but significant azonal element in the physiographic landscape.     

Cumulate and Cumulative Granites and Associated Rocks

Abstract. Processes that move crystals relative to melt, that is crystal fractionation, are of major importance in producing variations that are observed within cogenetic suites of granites. In low‐temperature granite suites, crystal fractionation initially involves the progressive separation of crystals residual from partial melting from that partial melt. Once separation of those crystals, or restite, has been completed, further fractionation may occur through the separation of crystals that had precipitated from the melt, the process known as fractional crystallization. High‐temperature granite magmas are largely or completely molten and elements such as Ca, Mg and Fe, and their associated minor elements, are in that case dissolved in the melt. Such magmas, particularly those that are more potassic and hence contain a higher fraction of low temperature melt, may evolve compositionally through fractional crystallization. Cumulate rocks result, comprising a framework of cumulus minerals with interstitial melt. In this process some of the melt is also displaced to form more felsic rocks. Such cumulate rocks may have distinctive chemical compositions, but that is often not the case. Distinctive features include SiC>2 contents near or below 50 % in rocks that are transitional in the field to more felsic granites, very high Cr and Ni, very low K, P, Ba, Rb and Zr, and anomalous abundances of the anorthite components Ca and Al. These rocks may also have positive Eu anomalies. Cumulate rocks do not necessarily have distinctive textures, at least as such features are understood at this time. Fractional crystallization can also involve the movement of precipitated crystals relative to melt. We refer to rocks as cumulative when formed from the fractions in which the abundance of crystals has increased. The production of cumulative granites typically occurs at more felsic melt compositions than is the case for cumulate granites, and this process may have its greatest significance in the fractional crystallization of the felsic haplogranites. Relative to felsic granites of broadly similar compositions lying on a liquid line of descent, cumulative granites contain more Ca, reflecting the addition from elsewhere of plagioclase crystals with solidus compositions. The abundances of Sr and Ba may be high to very high, and sometimes there are positive Eu anomalies. Cumulative I‐type granites may have low abundances of Y and the heavy REE, while the S‐type granites can be very distinctive with anomalously high abundances of Th and the heavy REE resulting from the concentrating of monazite. Generally, but not always, those who propose fractional crystallization as a mechanism for producing compositional variation within a suite of granites do not state whether the rocks in that particular case are thought to lie on a liquid line of descent or are cumulates/cumulative, although it is generally presumed that they were melts. Our experiences in eastern Australia have shown that the mechanism of fractional crystallization was quantitatively not as important during granite evolution as many workers would expect. However, there are some excellent examples of that process, most notably the Boggy Plain Supersuite. Overall in eastern Australia, varying degrees of separation of restite is a much more common mode of crystal fractionation, and that may also be seen to be the case for some other granite provinces if they are examined with that possibility in mind.     

Glyph and hyperstreamline representation of stress and strain tensors and material constitutive response

Results of numerical analyses of boundary value problems in geomechanics include output of three‐dimensional stress and strain states. Two‐dimensional plots of stress–stress or stress–strain quantities, often used to represent such output, do not fully communicate the evolution of stress and strain states. This paper describes the use of glyphs and hyperstreamlines for the visual representation of three dimensional stress and strain tensors in geomechanics applications. Glyphs can be used to represent principal stress states as well as normal stresses at a point. The application of these glyphs is extended in this paper to represent strain states. The paper introduces a new glyph, called HWY glyph for the representation of shear tensor components. A load step‐based hyperstreamline is developed to show the evolution of a stress or strain tensor under a general state of loading. The evolution of stress–strain states from simulated laboratory tests and a general boundary value problem of a deep braced excavation are represented using these advanced visual techniques. These visual representations facilitate the understanding of complex multidimensional stress–strain soil constitutive relationships. The visual objects introduced in this paper can be applied to stress and strain tensors from general boundary value problems. Copyright © 2003 John Wiley & Sons, Ltd.