右江裂谷区三叠系岩石物性特征及其与金矿化的关系   总被引：3，自引：0，他引：3  

张景荣  陆建军  张晓豪  盛雪芬 《矿床地质》1997,16(4):340-348

本文阐述了右江裂谷区微细粒浸染型金矿床控矿层位三叠系百蓬组泥质粉砂岩及砂质泥岩的粒度，比表面、孔隙度及孔隙类型和渗透率等物性特征，讨论了与其成矿流体的循回、水岩反应及其有效浸取围岩矿物质的关系。在此基础邮成矿流体和矿矿物质主要来自于地层；由于热液躲避低势能方向迁移，造成断理解发的盆地边缘区和水下隆起周围的环状断裂带为金矿床沉淀的场所。并通过形成金矿所需热液量的估算得出，该区金矿床的形成，是由于热流  相似文献   

隧道开挖模拟计算中的模型识别方法初探     

吉小明 《岩土力学》1997,18(4):54-58

介绍了利用隧道施工的位移量测信息来选择计算模型的原理和方法。应用实例表明，本文所提出的方法有较好的应用前景。  相似文献   

A variance-ratio test for supporting a variable mean in kriging     

Peter K. Kitanidis 《Mathematical Geology》1997,29(3):335-348

This article discusses the issue of whether to use a variable mean and describes a test that can be used to evaluate whether it is justified to add terms to the drift (deterministic part) of a geostatistical model. The basic model could be the intrinsic one, where the deterministic part is a constant, and the alternate model could be any model that includes a constant term in the expression for the drift. Also, differences between constant- and variable-mean models are discussed.  相似文献   

ZP-1型钻杆疲劳试验台          下载免费PDF全文

刘峰  宋志彬  杨大根  王年友 《探矿工程》1997,(4):25-27

简述了ＺＰ－１型钻杆疲劳试验台的试验原理、主要技术性能参数和设计指导思想，并着重介绍了试验台机械传动系统和加载系统的组成、设计要点及试验台的试验情况。  相似文献   

岩溶地下水集中开采区水质系统预测研究     

王伍军  鄢贵权 《物探化探计算技术》1997,19(4):337-342

在岩溶地区，地下水的超强度开采与工业“三废”及生活废弃物不合理的排放，造成了地下水较严重的污染。用动态系统方法建立的地下水污染时间序列递推预测模型，在岩溶地下水环境质量预测与管理方面都具有指导意义。  相似文献   

中国古大陆及其边缘早古生代层序地层及海平面变化的基本特征   总被引：4，自引：0，他引：4  

贾振远  李志明  蔡忠贤 《地球科学》1997,6(5)

着重总结了我国古大陆及其边缘早古生代大层序（ｍｅｇａｓｅｑｕｅｎｃｅ，一级层序）和中层序（ｍｅｓｏｓｅｑｕｅｎｃｅ，二级层序），以及一级、二级海平面变化的基本特征，并与国外早古生代海平面变化进行对比．我国３大古陆（华北陆块、扬子陆块、塔里木陆块）及其边缘早古生代大层序可划分为两个（ＭＧ－１，ＭＧ－２）．中层序划分为５个（ＭＳ－１，ＭＳ－２，ＭＳ－３，ＭＳ－４，ＭＳ－５）．ＭＧ－１包括ＭＳ－１，ＭＳ－２和ＭＳ－３，时限为９４～１１２Ｍａ（寒武纪和早奥陶世），底以巨大不整合为界，顶以著名巨大沉没不整合为限，沉积了我国显生宙大部分的碳酸盐岩，赋存着丰富的油气和各种金属及非金属矿产．ＭＧ－２包括ＭＳ－４和ＭＳ－５，时限为５８～６８Ｍａ（中、晚奥陶世和志留纪），底界以巨大沉没不整合为界，为硅质碎屑－碳酸盐岩组合．海平面变化的级别划分对应于层序．中国３大古陆及其边缘早古生代海平面变化的总貌：ＭＧＳＣ－１初期普遍发生快速海进，海平面升高，尔后海平面下降，其间有多期次的小幅度海进和海退变化．ＭＧＳＣ－２则普遍海平面升高，上升幅度大于ＭＧＳＣ－１，尔后逐渐下降．  相似文献   

Study of the liquefaction resistance of a saturated sand reinforced with Geosynthetics   总被引：1，自引：0，他引：1  

D. Vercueil  P. Billet  D. Cordary 《Soil Dynamics and Earthquake Engineering》1997,16(7-8):417-425

This article presents various tests using a cyclic triaxial instrument, on samples of saturated Hostun RF sand, reinforced with circular sheets of geosynthetic material. Tests performed with different types of geosynthetics of different compressibility, rigidity and roughness characteristics indicate a significant increase in liquefaction resistance for samples reinforced with compressible, non-woven geotextiles. The undrained behaviour of saturated Hostun RF sand reinforced with non-woven geotextiles is analysed on the basis of different test series. This analysis highlights the influence of reinforcement compressibility on interstitial pressure distribution in the sample, thus showing the role of this type of inclusion in the increase in liquefaction resistance.  相似文献   

Soil-structure interaction analysis of the Hualien containment model     

Todor Ganev  Fumio Yamazaki  Tsuneo Katayama  Teruyuki Ueshima 《Soil Dynamics and Earthquake Engineering》1997,16(7-8):459-470

This paper presents results from forced vibration tests, microtremor observations and earthquake response analysis of a nuclear reactor containment model constructed on stiff soil in Hualien, Taiwan. The dynamic behavior of the soil-structure system is simulated successfully with two numerical models: a sway-rocking model, whose soil parameters are evaluated on the basis of the continuum formulation method, and a finite element model, using the program SASSI with the flexible volume substructuring approach. The dependences of the soil parameters of both models on the amplitudes of the different dynamic excitations are investigated in detail. An original numerical simulation of microtremor is performed. Comparison with results of a previous study involving a rigid tower on a soft soil site in Chiba, Japan is offered.  相似文献   

An urban hydrological model with high spatial resolution rainfall from a meteorological model     

J. Thielen  J. -D. Creutin 《Journal of Hydrology》1997,200(1-4):58-83

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The identifiability of parameters in a water quality model of the Biebrza River, Poland   总被引：1，自引：0，他引：1  

Marcel van der Perk  Marc F. P. Bierkens 《Journal of Hydrology》1997,200(1-4):307-322

The identifiability of model parameters of a steady state water quality model of the Biebrza River and the resulting variation in model results was examined by applying the Monte Carlo method which combines calibration, identifiability analysis, uncertainty analysis, and sensitivity analysis. The water quality model simulates the steady state concentration profiles of chloride, phosphate, ammonium, and nitrate as a function of distance along a river. The water quality model with the best combination of parameter values simulates the observed concentrations very well. However, the range of possible modelled concentrations obtained for other more or less equally eligible combinations of parameter values is rather wide. This range in model outcomes reflects possible errors in the model parameters. Discrepancies between the range in model outcomes and the validation data set are only caused by errors in model structure, or (measurement) errors in boundary conditions or input variables. In this sense the validation procedure is a test of model capability, where the effects of calibration errors are filtered out. It is concluded that, despite some slight deviations between model outcome and observations, the model is successful in simulating the spatial pattern of nutrient concentrations in the Biebrza River.  相似文献