吉林台爆破料应力应变关系的三轴试验研究     

侯新强  张远芳  高盟  慈军  刘红  张之科 《新疆地质》2005,23(2):194-198

通过室内大型三轴实验，研究了吉林台水库爆破料在不同级配下的应力应变关系，得到了在一定击实功下爆破料的最大干密度随细料含量变化的规律，分析了爆破料在不同级配和不同围压下应力与应变的变化规律、轴向应变与体积应变的关系及抗剪强度变化特性．从微观的角度说明了变化规律产生的原因，得出爆破料的抗剪强度随级配的变化而变化的规律．  相似文献   

虚拟现实技术在矿物数字博物馆中的应用   总被引：1，自引：0，他引：1  

聂俊丽  朱杰勇  陈刚 《云南地质》2005,24(1):122-129

详细介绍基于照片的虚拟现实技术在矿物数字博物馆中的实现方法和应用,并对VRML与基于照片的虚拟现实技术进行分析研究,进而对两种实现方法的发展方向和应用前景提出见解。  相似文献   

普朗铜矿找矿标志及找矿模型   总被引：8，自引：0，他引：8  

李光军  谭康华  张世权  黄定柱  孟青 《云南地质》2005,24(2):175-185

普朗铜矿矿体形态简单,以铜为主,伴生金、硫等多种有益组份。找矿标志为深大断裂旁侧的次级两组断裂交汇部位;特别是多种岩类的杂岩体,裂隙发育地段;斑岩体靠沟谷部位(负地形)等。土壤化探异常Cu>400×10-6和Mo>10×10-6异常叠加部位;视极化率大于10%的激电异常,磁异常约50～100nT的部位等。初步建立找矿模型,运用该模型,在矿区外围已发现普上、亚杂等一批铜(多金属)矿体,矿化体,具有明显的找矿指导意义。  相似文献   

河北大麻坪宝石级橄榄石物理化学性质及成因     

唐雪莲 《云南地质》2005,24(2):218-224

对河北大麻坪宝石级橄榄石物理化学及宝石学特征进行研究后，初步提出矿床成因模式，对于相似地区的碱性玄武岩地区的橄榄石宝石矿床的勘探有指导意义。  相似文献   

电子地图的数据结构与模型   总被引：1，自引：0，他引：1  

钱程扬  龙毅  柳青  张亮 《现代测绘》2005,28(4):9-12

电子地图是集地图表达、数据处理、地图分析为一体的新型地图产品，其数据组织形式直接关系到电子地图的质量与性能。本文对几种数据结构和模型进行了分析、比较，并探讨了它们在电子地图领域的应用前景。  相似文献   

Effects of detailed soil spatial information on watershed modeling across different model scales     

Trevor Quinn  A.-Xing Zhu  James E. Burt   《International Journal of Applied Earth Observation and Geoinformation》2005,7(4):324-338

Hydro-ecological modelers often use spatial variation of soil information derived from conventional soil surveys in simulation of hydro-ecological processes over watersheds at mesoscale (10–100 km²). Conventional soil surveys are not designed to provide the same level of spatial detail as terrain and vegetation inputs derived from digital terrain analysis and remote sensing techniques. Soil property layers derived from conventional soil surveys are often incompatible with detailed terrain and remotely sensed data due to their difference in scales. The objective of this research is to examine the effect of scale incompatibility between soil information and the detailed digital terrain data and remotely sensed information by comparing simulations of watershed processes based on the conventional soil map and those simulations based on detailed soil information across different simulation scales. The detailed soil spatial information was derived using a GIS (geographical information system), expert knowledge, and fuzzy logic based predictive mapping approach (Soil Land Inference Model, SoLIM). The Regional Hydro-Ecological Simulation System (RHESSys) is used to simulate two watershed processes: net photosynthesis and stream flow. The difference between simulation based on the conventional soil map and that based on the detailed predictive soil map at a given simulation scale is perceived to be the effect of scale incompatibility between conventional soil data and the rest of the (more detailed) data layers at that scale. Two modeling approaches were taken in this study: the lumped parameter approach and the distributed parameter approach. The results over two small watersheds indicate that the effect does not necessarily always increase or decrease as the simulation scale becomes finer or coarser. For a given watershed there seems to be a fixed scale at which the effect is consistently low for the simulated processes with both the lumped parameter approach and the distributed parameter approach.  相似文献   

钉土相互作用的剪滞力理论分析   总被引：6，自引：2，他引：6  

贾洪 《工程地质学报》2002,10(2):156-159

在深基坝支护设计中 ,对钉土作用机理存在着许多模糊认识。为此 ,本文在一定假设条件下 ,建立了钉土相互作用的剪滞力模型 ;结合实例分析对模型进行了验证 ,并对钉土相互作用机理进行了分析.  相似文献   

Study on effects of damping in laminated rubber bearings on seismic responses for a ⅛ scale isolated test structure     

Bong Yoo  Yang‐Hann Kim 《地震工程与结构动力学》2002,31(10):1777-1792

The effects of damping in various laminated rubber bearings (LRB) on the seismic response of a ?‐scale isolated test structure are investigated by shaking table tests and seismic response analyses. A series of shaking table tests of the structure were performed for a fixed base design and for a base isolation design. Two different types of LRB were used: natural rubber bearings (NRB) and lead rubber bearings (LLRB). Three different designs for the LLRB were tested; each design had a different diameter of lead plug, and thus, different damping values. Artificial time histories of peak ground acceleration 0.4g were used in both the tests and the analyses. In both shaking table tests and analyses, as expected, the acceleration responses of the seismically isolated test structure were considerably reduced. However, the shear displacement at the isolators was increased. To reduce the shear displacement in the isolators, the diameter of the lead plug in the LLRB had to be enlarged to increase isolator damping by more than 24%. This caused the isolator stiffness to increase, and resulted in amplifying the floor acceleration response spectra of the isolated test structure in the higher frequency ranges with a monotonic reduction of isolator shear displacement. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

造山带岩石圈化学结构平面图的编制——以秦岭—大别造山带为例          下载免费PDF全文

侯广顺  韩吟文  路凤香 《甘肃地质》2002,(2):87-92

国内外岩石圈化学组成的编图研究还处于探索阶段。笔者从岩石圈化学结构的思路出发 ,提出了编图的 3个地球化学指标 (铅同位素组成、T2DM 和同位素年代学 )和表示方法。以秦岭—大别造山带为例 ,同位素组成图可以反映构造分区和地壳生长历史 ,对造山过程和深部壳幔相互作用也有明确的显示 ;结合地质年代学的资料 ,化学结构平面图具有反映时空演化四维信息的能力。  相似文献   

中超长钻孔灌注桩的沉降计算   总被引：1，自引：0，他引：1       下载免费PDF全文

管雯  史海兵  李志成 《探矿工程》2002,(2):11-13

针对现有的桩基沉降计算理论不仅难以完整地描述桩－土系统的复杂程度，在应用上也难以满足各方面的要求，根据中超长钻孔灌注桩的实际情况，采取一些合理的简化措施后，提出了一种实用的桩基沉降计算方法，实例分析表明，该方法可较好地预测桩的沉降量。  相似文献