江西省1：5万范家铺幅断裂构造地球化学特征及成矿研究

１：５万范家铺幅分布于江西著名的九（江）—瑞（昌）铜金成矿带上。区内各种构造相当发育，断裂构造与铜金成矿关系甚为密切。本文首次对区内主要断裂的构造地球化学特征进行了探讨，并对不同深度。不同分带以及不同方向的断裂中不同成份的构造岩进行了对比研究，确定了构造地球化学与成矿间的关系，研究表明区内北东向组断裂构造是区内最有找矿远景的构造部位。     

黔东松桃锰矿矿集区大型断裂特征研究

黔东松桃地区位于慈利-保靖断裂与鹤峰-龙山断裂的夹持区域内。区内褶皱与断裂十分发育,主要发育有NNE-SSW向断裂、线状褶皱,NE-SW向断裂、褶皱以及NW-SE向小型断裂、短轴褶皱。本文对区内主要大型断裂特征及其与汞铅锌金银等热液矿产成矿关系进行了探讨研究,结果表明区内大型断裂多为热液矿产的导矿通道,矿(化)体多产出在这些大型断裂的旁侧次级断裂裂隙中,同时对区内形成于南华纪早期的锰矿体的后期保存与破坏有重要影响作用。     

夏垫断裂带对地热资源分布的影响——以通州西集地区为例

夏垫断裂带是首都东部地区贯穿河北和北京两地的一条北北东向的岩石圈尺度的区域性深断裂带。2015年10月在通州区西集镇地热空白区夏垫断裂附近成功钻凿一眼地热井,实现了通州地区中温地热资源的突破。本文的主要目的是以西集地区为例,分析夏垫断裂对区域内断裂沿线地热资源分布以及中温地热资源的形成控制作用。文章收集了西集地区夏垫断裂两侧钻井的岩石编录资料、施工记录和地温资料,从断裂对地热系统的热储-盖层组合、热储层赋水性和地温场分布这三个方面的影响,来分析夏垫断裂如何控制区内地热资源分布特征。结论表明夏垫断裂是控制区域内地热地质条件的主要断裂,是区内主要的导水、导热通道,是形成区内中温地热资源的主要原因。     

夏塞银铅锌矿床控矿因素及富矿体产出规律浅析

分析了四川省巴塘县夏塞银铅锌矿区域成矿地质背景和探矿地质特征，指出区内NW向构造为导矿构造，矿体的产出严格受NNW向平行断裂系统控制，研究结果表明，富矿体在NNW向断裂中按一定间距连续出现，并在NNW向断裂伴生的次级构造中集中产出。     

断裂活动性及地质灾害效应分析——以深圳市罗湖区F8断裂为例

通过断层泥中石英的热释光年龄测试、研究区的地震历史资料分析、断裂的位移监测数据分析等手段对深圳市罗湖区F8断裂的现今活动性进行了评价,结果表明：该断裂的活动性介于微弱全新活动断裂与中等全新活动断裂之间;F8断裂的活动速率与地裂缝的位移量在近期内呈相似的变化趋势,则表明地裂缝的形成与发展过程受到F8断裂控制。利用GM（1,1）模型对地裂缝位移量的发展趋势进行了预测,预测结果指示其位移量在今后一段时间内将继续增大,因此,应加强区内的主要建筑物与地面的变形监测,并避免在F8断裂的展布区内兴建大型的工程建筑,为区内的建筑物安全提供保障。     

坝上张北盆地成热的可能性探讨

对张北盆地成热地质条件分析后认为，区内成热的可能性极大。首先，尚义一平泉深断裂、张北一沽源及张北一安固里淖大断裂通过本区，是三条现今仍在活动的活动性断裂，这种断裂活动区的大地热流值一般都较高，容易形成地热异常；在上述三条深、大断裂的交汇部位新生代火山通道发育，这些火山通道已深达地幔甚至软流圈，可直接从地球深部向上传导热量。因此，区内热源充足。其次，张北盆地是高原内部大型负向构造，其内淖较多，现代冲洪积及湖积层发育，是个典型的积水盆地；从浅部第四纪松散堆积层、中浅部晚第三纪汉诺坝组玄武岩至深部白垩纪土井子组陆相沉积碎屑岩皆是良好的含水层，加之区内断裂构造的导水作用，可使深部地下水不断得到大气降水的下渗补给，故区内水源丰沛。三则，白垩纪土井子组沉积碎屑岩厚度巨大，并以粗碎屑沉积为主。因此岩石的孔隙度大，渗透性和流通性好，是深部载热流体活动循环和热量储存的理想场所。另外，气孔构造发育、浮岩层和喷发间断面多、分布广泛的汉诺坝组玄武岩犹如巨大岩盖，可以起到“盖层”(准盖层)的隔热保温作用。     

莫桑比克上利戈尼亚地区航磁、航放异常特征及钽–铌矿找矿方向

为深化莫桑比克上利戈尼亚钽-铌稀有元素成矿带区域成矿规律研究，充分挖掘已有区域成果资料中隐含的找矿有利信息，笔者对所收集莫桑比克北部地区高精度航磁、航放测量网格数据进行转换处理，加强成矿弱信息提取，并在已有成果认识基础上开展区内地质构造的综合推断解释，分析总结区内的航磁、航放异常展布特征及与本区伟晶岩型钽-铌矿的空间对应关系，查明区内主要控矿构造-纳玛玛逆冲推覆带的分布范围和内部断裂构造展布特征。结合区内姆艾尼大型钽铌矿床航空物探综合异常特征，对全区进行类比找矿预测，圈定钽铌矿远景区5处。研究认为，该成矿带北东向延伸被F2断裂错断，南西向断距超过20 km，引起成矿有利区的整体北西转移，追索异常找矿意义重大。     

综合电法在湖南祁阳太平圩地热资源勘查中的应用

湖南祁阳县太平圩位于阳明山岩体北侧,区内断裂褶皱发育,岩浆活动强烈。白果市断裂为区内主要深大断裂,与深部热源有密切联系,为主要控热断裂构造。本文在对太平圩地质构造与控热背景等分析研究的基础上,进行了可控源音频大地电磁测深和联合剖面等综合电法勘探工作,基本查明了区内地层岩性分布及地下电性结构特征、隐伏断裂以及控热构造的位置及产状,为地热勘探和后期开发提供了物探依据。     

个旧老厂锡多金属矿田陡石阶测区断裂构造地球化学异常特征

为对研究区内可能存在的隐伏矿体进行定位预测，指导下一步找矿工作，采用构造地球化学的研究方法，对区内断裂构造地球化学异常特征进行了详细的分析研究。结果表明，本区断裂构造中，主要成矿元素Cu、Pb、Zn、Ag、Sn、Mn的空间浓度分布趋势大致呈现西(北)高东(南)低之势；元素组合异常明显，呈NE向带状展布；主要成矿元素及与成矿相关元素的异常表现出10个浓集中心。这些特点的总结和运用，对指导矿山生产和进一步找矿都具有现实意义。     

可控音频大地电磁测深在城市隐伏断层探测中的应用

为了给城市工程建设规划提供基础地质资料,需查明区内断裂的准确位置、产状、覆盖层厚度及空间展布以及深部断面。利用可控源音频大地电磁法(CSAMT)进行勘察工作,结合已知地质资料与地球物理资料,在测区内布设四条剖面,完成了剖面反演及综合解释,给出了区内断裂的准确位置、倾向及发育规模。结果表明:CSAMT法在隐伏活动断裂探测中应用是有效的,地质分析工作提供可靠的基础资料,可在城市隐伏断层探测中发挥重要作用。     

多元统计分析在地质学中的应用——以惠州凹陷M层物源分析为例

以29口钻孔的重矿物百分含量数据来分析样本,通过Q型聚类分析、因子分析方法恢复不同物源体系的发育范围及其母岩类型,并以不同物源体系的边界范围为限定条件,结合ZTR指数及其等值线图,对珠江口盆地惠州凹陷M层物源特征进行了系统的研究。研究结果表明：研究区发育3大物源沉积区,分别为东北-北部物源沉积区、西北物源沉积区和东南物源沉积区,且各区重矿物组合特征明显,主次物源分明,整体表现为母岩类型复杂的特征。东北-北部沉积物主要母岩为酸性岩浆岩,次要母岩为变质岩和沉积岩,西北沉积物主要母岩为中性及基性岩浆岩,次要母岩为酸性岩浆岩和变质岩,东南沉积物主要母岩为中性及基性岩浆岩,次要母岩为变质岩。东北-北部物源区和西北物源区为远源沉积的产物,而东南物源区为近源沉积的产物。东北-北部物源区沉积物来自北方和东北方向,而西北物源区和东南物源区沉积物分别来自西北方向和东南方向。     

两种煤质分析指标的关联方程组研究

在综合分析大量文献资料的基础上，采用多元线性回归方法，利用MATLAB对大量煤质分析结果进行了回归分析，推导出了煤质元素分析与工业分析的关联方程组。新方法实现了由工业分析结果求元素分析成分的目的，具有重大的实用意义。     

An algorithm andFortran-iv program for large-scaleQ-mode factor analysis and calculation of factor scores

An algorithm andFortran-iv computer program,cabfac, forQ-mode factor analysis is described. The program will accept up to 1500 items and 50 variables on a moderate-size computer.     

On the use of Bayesian networks as a meta-modelling approach to analyse uncertainties in slope stability analysis

In this paper, we report on the use of Bayesian networks, BNs, learnt from data generated by physical and numerical models, to overcome to a certain degree a number of complications in traditional slope stability analyses that jointly consider the mechanical and hydraulic properties of soils. Discrete Bayesian networks resulted to be useful and efficient to acquire knowledge from simulated data and to identify significant factors by the combined use of backward inference and global sensitivity analysis. Further, BNs enable decision thresholds to be estimated quickly. Along with this, backward inference and global sensitivity analysis are performed in BNs at low computation costs. Moreover, under conditions in which knowledge is scarce, we show how a practitioner can be better informed using the proposed approach. All these previously under-reported modelling features in the specialised literature encourage the further application of the proposed approach to enhance slope stability analysis.     

Multivariate discriminant analysis of bioclastic turbidites

A piston core from the southern Blake Basin penetrated nine distinct bioclastic carbonate turbidites separated by pelagic terrigenous clay units. X-ray diffraction analysis of the carbonate mineralogy of the graded, laminated, and homogenous units of the individual turbidite units indicated a general loss of unstable carbonates in the homogenous unit beyond that contained in the lower two units. Univariate and multivariate statistical tests were employed to determine the significance of the changes and to determine if different units of a turbidite sequence could be consistently grouped by statistical methods. Principal components, discriminant function, and cluster analysis were used in the multivariate tests. The graded and laminated units were closely related in mineralogy with little significant differences. The mineralogy of the homogenous units was significantly different than that of the other two units except in one example. Cluster analysis generated five groupings of the samples with the end members consisting of graded and laminated units at one end and homogenous units at the other.     

A形塔结构矩阵分析与应力测试

以有限元结构矩阵分析为理论基础，结合应力应变测试和现场实际使用情况，利用计算机结构分析程序，对ＺＴ－Ａ系列三个不同高度钻塔的天梁、塔腿和绷绳做了结构应力分析，弄清了Ａ形塔在承受垂直荷载、水平荷载以及偏载条件下，组成钻塔的各构件的荷载及应力分布；对钻塔设计提出了改进意见；并从整体角度分析了绷绳的作用；对在不同荷载条件下有无绷绳时钻塔的结构应力从量上做了对比；最后提出了应当如何布置提升系统才会使钻塔处     

Efficiency of local polynomials in contour mapping

On the basis of samples taken from a known topographic surface, the parameters of two types of linear models are estimated. The first category is defined by polynomials or trigonometric functions, whose parameters are simultaneously computed from available data. In the second category a set of local centers is defined, and in the neighborhood of each center a fixed-degree polynomial is developed. An approximative resemblance index is calculated, and contour maps corresponding to various models are compared with the topographic map. It is found that with an increasing number of grid points, maps of local polynomials are converging both in continuity and in resemblance. For a sufficient number of grid points, this resemblance is always higher than those produced by models of the first category.     

极谱分析工作45年

回顾了极谱分析工作的创始阶段,叙述了近５０年来,极谱分析工作在有色金属、稀有元素矿石分析中的应用成果,介绍了极谱分析技术用于选矿、区域化探、标样研制等方面取得的新进展。     

Dynamic models of geomorphological patterns

A deformation mechanism is described and analyzed. It is intended for height patterns exposed to erosion and tectonic activity. A simulation experiment is carried out for this model. Closedform expressions are derived for the covariance field, the properties of spectral estimates, and for the optimal retrospective reconstruction of earlier, unknown height patterns. For obvious reasons the author is in no position to make claims about the verisimilitude of the model. It is offered as an example of a potential application to geology of the theory of patterns developed by the author and his coworkers in recent years. It is hoped that those more qualified than the author in the subject matter area can extend and modify the analysis to make it closer to geological reality. supported by NSF grant GJ-3100X.     

Undrained limiting pressure behind soil gaps in contiguous pile walls

Finite element limit analysis with plane strain condition is employed to determine the upper and lower bound solutions of the undrained limiting pressure behind soil gaps and the lateral force acting on a pile per unit length in a contiguous pile wall. Computed bound solutions confirm serious limitations of existing studies in predicting these two solutions. Predicted failure mechanisms and the arching effect behind soil gaps are discussed. A closed-form equation of the limiting pressure factor is proposed for a convenient and accurate prediction of the lateral force acting on a pile in contiguous pile walls in practice.