Geology and Hydrothermal Alteration of the Low Sulfidation     

Betchaida D. Payot    Victor B. Maglambayan    Carla B. Dimalanta    Graciano P. Yumul  Jr.  Rodolfo A. Tamayo  Jr  Toshihiko Matsuda    Shigeyuki Suzuki  Herve Bellon 《Resource Geology》2005,55(3):155-162

Abstract. The Pantingan Gold System (PGS) is a vein-type epithermal prospect exposed within the summit caldera of Mount Mariveles, Bagac, Bataan (Luzon), Philippines. It consists of nine major veins, eight of which trend NW-WNW and distributed in an en echelon array. The eastern tips of these veins appear to terminate near the NE-NNE trending Vein 1, which is located in the easternmost portion of the prospect. Metal assay results on vein and wall rock samples indicate concentrations of 0.01 to 1.1 g/ton Au, trace to 34 g/ton Ag and 0.003 to 0.02 % Cu. Andesite lava flow deposits host the PGS. Potassium-Argon isotopic dating of these andesites yields anarrow age range of 0.88± 0.13 to 1.13 ± 0.17 Ma. The surface exposures of the veins (up to 5 m wide) are encountered at different levels between 590–740 masl. These commonly display a massive texture although banding prominently occurs in Vein 1. The veins consist of gray to cream-colored crystalline and chalcedonic quartz and amorphous silica. Pyrite is the most ubiquitous sulfide mineral. It occurs either as fine-grained disseminations and aggregates in quartz or as infillings in vugs. Calcite, marcasite and bornite are also occasionally noted in the deposit. The prospect shows silicic, argillic, propylitic and advanced argillic alteration zones. Silicic and argillic alterations are confined in the immediate wall rocks of the quartz veins. Argillic alteration grades to a propylitic zone farther away from the veins. The advanced argillic alteration zone, indicated by a suite of acidic clay minerals that include kaolin-ite, dickite, pyrophyllite and alunite, might have been imprinted during the late stages of gold deposition. As a whole, the PGS displays geological and mineralogical features typical of gold mineralization in a low sulfidation, epithermal environment. It is also representative of a young, tectonically undisturbed gold deposit.  相似文献   

人工神经网络在基桩低应变完整性检测中的应用   总被引：2，自引：0，他引：2  

冯劲  高广运 《岩土工程技术》2005,19(1):5-8

目前基桩低应变完整性检测数据的后期处理有很多方法 ,但分析中人为干预较多。利用人工神经网络强大的非线性映射能力和学习训练功能 ,提出了基于BP网络的基桩完整性检测模型。该模型基于现场实测资料 ,避免了数据处理过程中各种人为干预。应用该模型对工程实例进行了分析 ,训练和测试网络结果说明该方法能够快速、方便地对基桩质量进行模式识别  相似文献   

CM桩复合地基承载力试验结果分析     

石启斌 《岩土工程技术》2005,19(2):106-108,F003

通过对“CM桩复合地基”(以下简称CM地基 )承载力试验结果的分析 ,获得了一些有益的结论 ,对其在徐州地区的推广和应用提供参考。  相似文献   

枯水频率分析线型的比较研究   总被引：4，自引：0，他引：4  

周芬  郭生练  熊立华  张洪刚 《水文》2006,26(1):28-33

概述了枯水频率分析的研究进展,采用PE3分布、Gumbel分布、GL分布、GP分布和Weibull分布等5种线型拟合枯水流量系列,所有分布均采用线性矩法估计参数。统计试验方法用于比较上述分布拟合枯水流量的优劣,结果表明在变差系数较小时,二参数分布能获得较优的结果；当变差系数较大时,三参数分布的模拟精度高于二参数分布。基于实测枯水流量系列的比较研究结果证明了统计试验的结论,且在水文系列变差系数较小的流域能获得较高的模拟精度。  相似文献   

综合地球物理勘查技术在地热勘查中的应用   总被引：3，自引：0，他引：3  

金永念  张登明  刘志平 《水文地质工程地质》2006,33(1):92-94,106

以张家港市西张镇地热资源勘查为例，在物性认识基础上，应用重力、航磁、直流电测深、可控源音频大地电磁测深等地球物理勘查技术，对查区地热水盖层、储层、导水构造进行研究；在物探建议的井位钻探，千米深度钻遇低温热水，井口水温45℃，单井出水量810m-1180m^3／d。  相似文献   

Geochemistry and geothermometry of volcanic rocks from Serra Branca, Iberian Pyrite Belt, Portugal     

Diogo R.N. Rosa  Carlos M.C. Inverno  Vítor M.J. Oliveira  Carlos J.P. Rosa   《Gondwana Research》2006,10(3-4):328-339

Volcanic rocks from Serra Branca, Iberian Pyrite Belt, Portugal, consist of calc-alkaline felsic and intermediate rocks. The latter are massive andesites, whereas the former include four dacitic to rhyolitic lithologies, distinguishable on spiderdiagrams and binary plots of immobile elements. Zircon thermometry indicates that two felsic suites may have formed from different magmas produced at distinct temperatures, with only limited fractionation within each suite. Alternatively, all the felsic rocks can be related through fractionation of a single magma if the lower zircon saturation temperature obtained for one suite merely results from Zr dilution, mostly reflecting silicification.

The relatively high magma temperatures at Serra Branca ease the classification of felsic rocks based on their HFSE contents and also indicate volcanogenic massive sulfide deposit favorability. This contrasts with other areas of the Belt that register lower magma temperatures and are subsequently barren. However, magma temperatures may have not been high enough to cause complete melting of refractory phases in which HFSE reside during crustal fusion of an amphibolite protolith, implying difficult discrimination of tectonic environments for the felsic rocks. The intermediate rocks were possibly formed by mixing between basaltic magmas and crustal material, compatible with volcanism in an attenuated continental lithosphere setting.  相似文献   

Effect of loading rate on the volume change behavior of unsaturated residual soil     

Bujang B. K. Huat  Faisal Hj. Ali  F. H. Choong 《Geotechnical and Geological Engineering》2006,24(6):1527-1544

Residual soils occur in most countries of the world but those that occur in greater area and depth are usually found in the tropical humid areas. This research examines the effects of loading rate of applied or net mean stress on the volume change behavior of an unsaturated granitic residual soil. Three loading rates were adopted: fast, slow and extra slow loading rate. It was observed that the loading rate of applied or net mean stress has a pronounced effect on the void ratio and degree of saturation but has an insignificant effect on the water content of residual soils subjected to constant matric suction.  相似文献   

A study on the preparation of fine and low soda alumina     

Yi Yong Park  Suong Oh Lee  Tam Tran  Seong Jun Kim  Myong Jun Kim   《International Journal of Mineral Processing》2006,80(2-4):126-132

A simple process to produce fine and low soda α-alumina (α-Al₂O₃) from a commercial grade aluminium trihydroxide (gibbsite, Al(OH)₃) produced by KC Corporation Ltd was developed. There are two options for this process with the first one producing low soda α-alumina (< 0.05% Na₂O) having a mean particle size of 50 μm. The second option yields a fine product with a mean size of less than 10 μm. In the first option, a plant aluminium trihydroxide containing 0.20% Na₂O was first fluidized with nitrogen at 400–600 °C to yield an amorphous activated alumina. This intermediate product was then treated with acetic or oxalic acid, washed with water and heated to 1200 °C to form calcined α-alumina, having a Na₂O content of less than 0.05%. A 20 min leaching using 0.2 M acetic or oxalic acid could yield an alumina product containing 0.04% Na₂O. In the second option, a new technique for the preparation of fine and low soda α-alumina was evaluated using an attrition mill working also as a leaching vessel at 80 °C. Fine (< 10 μm in mean particle size) and low soda (< 0.04% Na₂O) alumina was produced by a 20 min leaching step with 0.2 M acetic acid and concurrent attrition milling.  相似文献   

Analysis of a kinematic self‐centring seismic isolator     

Julio Pinochet  Juan C. de la Llera  C. Lüders 《地震工程与结构动力学》2006,35(12):1533-1561

This investigation deals with the analytical formulation and experimental validation of a prestressed reinforced concrete seismic isolator with kinematic constraints at both ends. The kinematic isolator was proposed initially as a low‐cost solution for seismic protection of low‐income people housing usually placed at the periphery of big cities where regular to bad soil conditions are common. So, the isolator is also a pile foundation with a central prestressed cable and two rolling steel surfaces at the top and bottom ends. By varying the shapes of the end rolling surfaces, different force–deformation constitutive relationships for the isolator may be obtained. Energy dissipation is introduced by yielding of passive reinforcement at the rolling interphase. Apart from stating the large‐deformation formulation of the element, several relevant aspects of the behaviour of these devices are studied herein, such as the increase in the tension of the central prestressed cable, responsible for the self‐centring action of the isolator, the floor uplift that results from the geometry of the isolator, and the vertical stability of the system. Experimental and theoretical results obtained for a group of 9 testing specimens show an excellent agreement in the force–deformation constitutive relationship. Although not the intent of this article, the device proposed may be extended directly as a coupling beam element for shear wall systems. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

青藏高原东缘下地壳流动的地震学证据   总被引：1，自引：0，他引：1  

王椿镛  王溪莉  苏伟  常利军  韩渭宾  吕智勇  戴仕贵 《四川地震》2006,(4):1-4

在2000年完成的穿过川西高原和四川盆地的深地震测深剖面揭示了川西高原的地壳结构具有地壳增厚(主要是下地壳增厚)、地壳平均速度低等特点,显示地壳的缩短与增厚的碰撞变形特征。根据川西高原上设置各爆炸点的记录截面图共同呈现PmP(莫霍界面反射波)弱能量的特点,推断在川西高原的下地壳介质具有强衰减(Qp=100~300)的性质。利用我国西部地区的宽频带地震台站的面波资料反演青藏高原及其邻区的地壳上地幔S波三维速度结构,在周期T=29.2s和T=42.9s的Rayleigh波群速度分布图上,显示了青藏高原东部(包括川西高原)呈现大范围的低速异常。多方面的结果表明,地震学方法为当前流行的下地壳流动模型提供了深部证据。  相似文献