Geochronology of Gold Deposits and Its Implication for Metallogenesis in the Fengxian-Lixian Area, Qinling Orogenic Belt, China   总被引：2，自引：0，他引：2  

Jianzhong FENG  Dongbo WANG  Xueming WANG  Shicai SHAO  Tifeng LI 《Resource Geology》2002,52(3):263-272

Abstract: A series of super large‐scale and large‐scale Pb and Zn, and Au deposits are distributed in the Qinling orogenic belt, China. Gold deposits were generally ascribed to Carlin‐type originated from circular meteoric water. Visible and coarse‐grained gold (up to over 3mm in grain size) was recently identified in some gold deposits in the Fengxian‐Lixian area, Qinling. Au‐bearing quartz lodes related to magmatism were discovered in the Xiaogouli gold deposit. Two types of Au‐bearing quartz veins, i.e., NW‐trending quartz veins and NE‐trending quartz veins cutting strata are widely present in the Baguamiao gold deposit. Both are spatially associated with each other. The former is generally snake–like, S‐shape or zigzag, which was resulted from plastic deformation by ductile shearing, being generally cut by the latter. The latter is generally linear with widely developed bleaching alteration zones in its adjacent wall rocks, which symbolizes the superimposition of brittle deformation and filling and metasomatism of magmatic hydrothermal solution in ductile shear zones after uplifting of the shear zones near the surface. The NW‐trending quartz veins contain Au of lower than 3ppm. The NE‐trending quartz veins contain Au of more than 3 ppm, so that NE‐trending quartz veins and the adjoining altered rocks are important ores. The NW‐trending Au–bearing quartz vein was dated as 210.61.26 to 232.581.59 Ma by ⁴⁰Ar–³⁹Ar method, i.e., late Indosinian epoch (Triassic). The NE‐trending Au–bearing quartz vein was dated as 131.910.89 to 197.451.13 Ma by ⁴⁰Ar–³⁹Ar method, i.e., Yanshanian epoch (Jurassic). The ⁴⁰Ar–³⁹Ar age of the NW‐trending Au–bearing quartz veins represents the age of the ductile shear formation. The isotope data of the NE‐trending quartz veins indicate that gold mineralization was closely related to Indosinian and Yanshanian granite intrusives not only in time and space, but also in origin.  相似文献   

Spatial and temporal variability of pore‐water pressures in residual soil slopes in a tropical climate     

R. B. Rezaur  H. Rahardjo  E. C. Leong 《地球表面变化过程与地形》2002,27(3):317-338

It is critical to understand and quantify the temporal and spatial variability in hillslope hydrological data in order to advance hillslope hydrological studies, evaluate distributed parameter hydrological models, analyse variability in hydrological response of slopes and design efficient field data sampling networks. The spatial and temporal variability of field‐measured pore‐water pressures in three residual soil slopes in Singapore was investigated using geostatistical methods. Parameters of the semivariograms, namely the range, sill and nugget effect, revealed interesting insights into the spatial structure of the temporal situation of pore‐water pressures in the slopes. While informative, mean estimates have been shown to be inadequate for modelling purposes, indicator semivariograms together with mean prediction by kriging provide a better form of model input. Results also indicate that significant temporal and spatial variability in pore‐water pressures exists in the slope profile and thereby induces variability in hydrological response of the slope. Spatial and temporal variability in pore‐water pressure decreases with increasing soil depth. The variability decreases during wet conditions as the slope approaches near saturation and the variability increases with high matric suction development following rainfall periods. Variability in pore‐water pressures is greatest at shallow depths and near the slope crest and is strongly influenced by the combined action of microclimate, vegetation and soil properties. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

Investigating Landslides Caused by Earthquakes – A Historical Review     

David K. Keefer 《Surveys in Geophysics》2002,23(6):473-510

Post-earthquake field investigations of landslide occurrence have provided a basis for understanding, evaluating, and mapping the hazard and risk associated withearthquake-induced landslides. This paper traces thehistorical development of knowledge derived from these investigations. Before 1783, historical accounts of the occurrence of landslides in earthquakes are typically so incomplete and vague that conclusions based on these accounts are of limited usefulness. For example, the number of landslides triggered by a given event is almost always greatly underestimated. The first formal, scientific post-earthquake investigation that included systematic documentation of the landslides was undertaken in the Calabria region of Italy after the 1783 earthquake swarm. From then until the mid-twentieth century, the best information on earthquake-induced landslides came from a succession ofpost-earthquake investigations largely carried out by formal commissions that undertook extensive ground-based field studies. Beginning in the mid-twentieth century, when the use of aerial photography became widespread, comprehensive inventories of landslide occurrence have been made for several earthquakes in the United States, Peru, Guatemala, Italy, El Salvador, Japan, and Taiwan. Techniques have also been developed for performing ``retrospective' analyses years or decades after an earthquake that attempt to reconstruct the distribution of landslides triggered by the event. The additional use of Geographic Information System (GIS) processing and digital mapping since about 1989 has greatly facilitated the level of analysis that can applied to mapped distributions of landslides. Beginning in 1984, syntheses of worldwide and national data on earthquake-induced landslides have defined their general characteristics and relations between their occurrence and various geologic and seismic parameters. However, the number of comprehensive post-earthquake studies of landslides is still relatively small, and one of the most pressing needs in this area of research is for the complete documentation of landslides triggered by many more earthquakes in a wider variety of environments.  相似文献   

乌鲁木齐台钻孔应变与水位相关性的初步研究     

唐小勇  王新刚  王文景  罗洪亮  曹卫东 《内陆地震》2002,16(3):244-251

1999年 7月 11日乌鲁木齐台钻孔应变观测井的水位突然变化 ,通过计算该台应变与水位的相关系数和回归系数 ,研究了水位与应变的关系 ,认为利用此关系可以排除水位对观测值的影响  相似文献   

边坡立体绿化工程的稳定性   总被引：4，自引：0，他引：4  

张永兴  王桂林  杜太亮 《山地学报》2002,20(4):489-492

山地城市有许多大面积锚杆喷浆硬化封闭的边坡与城市景观极不协调，为改变这些生硬，单调的自然坡体现状，政府要求对其进行立体绿化。本文以修建黄花园大桥石板坡立交工程形成的石板坡为例，通过多种方法研究了绿化荷载作用对边坡稳定性的影响，结论表明绿化荷载对边坡的稳定性影响较小，只要施工顺序得当可以保证安全。  相似文献   

Estimates of lichen growth–rate in northern Sweden     

Wibjörn Karlén  & Jessica L. Black 《Geografiska Annaler: Series A, Physical Geography》2002,84(3&4):225-232

Two lichenometric techniques were compared in a study of lichen growth–rate in northern Sweden. The first technique, based on the maximum lichen diameter on glacier moraines, was identical to the technique used in the 1970s, whereas the other utilized the lichen diameter measured on 100 randomly selected boulders. The results indicate that it does not matter which technique is chosen, as long as the technique is used consistently on both the calibration surfaces and the surfaces to be dated. The use of data from both the 1970s and the 2000s increased the number of calibration surfaces available. The new calibration curve indicates that the age of Little Ice Age moraines was underestimated by up to about 30 years in the study conducted in the 1970s.  相似文献   

层状岩质边坡的屈曲破坏分析   总被引：7，自引：2，他引：7  

黄洪波  符文熹  尚岳全  聂德新 《山地学报》2003,21(1):96-100

本文根据多层层状结构岩质边坡的屈曲破坏模式，建立了相应的力学模型，从理论上对这种形式的破坏机理进行了研究，得出了相应力学模型的挠曲曲线的理论解。对具体工程实例的应用表明，本文的研究成果不仅能解决具体工程问题，而且有助于深入理解该类边坡的屈曲破坏机理。  相似文献   

西秦岭礼县新生代钾霞橄黄长岩系中的含钛透辉石     

王建  李建平 《矿物学报》2003,23(2):115-123

对西秦岭礼县新生代钾霞橄黄长岩系中的基质相含钛透辉石进行了矿物化学研究，根据透辉石中Ti和Al的含量划分出低Ti—透辉石和高Ti—铝透辉石两种基本类型，它们作为同源岩浆演化结晶的产物，结晶顺序前者先于后者。火山岩系的透辉石[Ca(Mg，Fe)Si2O6]结晶过程中广泛存在着CaTiAl2O6(钛辉石)分子替代，晚期熔体富Ti、Al贫Si、Mg。百草山岩筒是演化岩浆结晶的产物，熔体向富Ti、Al、Fe^3 、Na，贫Mg、Si趋势演化；在透辉石成分上表现为CaTiAl2O6和NaFe^3 Si2O6(锥辉石)端元分子对Ca(Mg，Fe)Si2O6的替代。本地区基质相透辉石与世界上典型地区的钾霞橄黄长岩系的透辉石具有不同程度的可比性，反映了这种特殊的岩浆熔体成分在一定程度上控制着透辉石的结晶过程和阳离子在矿物晶格中的占位。  相似文献   

新型砌块水土保持系统的应用研究   总被引：2，自引：0，他引：2  

耿灵生  巩向锋 《中国地质灾害与防治学报》2003,14(4):98-99,104

我国江河湖库众多，同时水土流失日趋严重，流失面积及速度已逐年增加。每年水库除险加固和河流治理等投资数百亿元，随着人们环保意识的加强，特别在近几年以长江和黄河为重点的堤防建设护岸工程中，联锁式砼砌块水土保持系统已逐渐成为我国水土保持领域中最重要的一种全新解决方案，被广泛采用。该系统既能有效防止水土流失、长久地防止坡面冲刷和保持坡体稳定，又能代替成本较高的常规护面，具有较广的推广应用前景。联锁式砼砌块水土保持系统是由多个独立的砼砌块相互啮合组合在一起的联锁矩阵，联锁式砼砌块铺面在各种动、静水条件下具有良好的整体稳定性，铺设于渗水土工布上。能有效保护土体不受水流冲刷和浸泡破坏。该系统在欧美已有多年的历史，是被工程实践证明了的性能卓越、经济实用、美观环保、可持续发展的水土保持系统，可广泛应用于河道和灌渠衬砌、沿海防潮堤、水库大坝边坡加固、铁路、高速公路边坡等防护和城市绿化工程。  相似文献   

广州白云堡豪苑观光塔滑坡的形成与防治研究     

汤连生 《中国地质灾害与防治学报》2003,14(2):9-14

以往常有两种误区：(1)认为单斜岩层边坡只要坡脚处岩层不被切断，就不会破坏；(2)植树绿化和排水设施的设置总是对边坡的稳定性有利的。文章通过野外调查和力学模型分析了坡脚处岩层未被切断的白云堡豪苑观光塔处单斜岩层滑坡的形成机制，认为该滑坡属于顺层边坡溃屈型的板裂破坏——溃屈破坏，分析了滑坡的稳定性及剩余滑动力。分析表明，人工开挖后边坡的防治方法和措施不当对该滑坡的产生起了非常关键性的作用，其中盲目的植树绿化和排水沟设置成了边坡不稳定的主要诱导因素。由此可见，边坡(滑坡)防治措施的选择对其稳定性具有非常重要的意义。最后，提出切中要害的滑坡防治方案。  相似文献