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871.
中国北方中新生代盆地深部砂岩铀矿成矿条件与找矿方向 总被引:1,自引:0,他引:1
受开采技术、成本和成矿理论制约,现有的砂岩型铀矿勘查主要选择在盆地边缘700m以浅的地区,对盆地深部的铀矿找矿潜力研究较少。总结中国北方重要中新生代盆地的含铀岩系、构造特征,结合近年开展的北方砂岩型铀矿深部找矿,分析了盆地深部成矿有利的沉积建造、构造与流体改造、还原条件等,指明了盆地的深部找矿潜力。同时指出,作为战略储备,当前盆地深部寻找砂岩型铀矿要优先重视2个方向:(1)在盆地边缘斜坡区,重点以发育红-黑岩系结构的含铀地层为目标,寻找与浅部成矿条件相似的深部矿床;(2)在盆地中心区,以含铀的红色岩系为重点,优先寻找延伸至盆地深部的正向构造区和砂体发育区。这些认识在松辽盆地的铀矿调查中得到验证。 相似文献
872.
20世纪90年代以来,火山机构控矿理论在海相火山岩区块状硫化物矿床研究中得到了越来越多的关注,基于该理论的指导,在北祁连山东段的白银矿田取得了找矿突破性进展。其间,详细的海相火山岩相地质填图工作为白银矿田火山机构与成矿联系的研究及找矿突破奠定了坚实的基础。反映出在海相火山岩区推行合理可行的火山岩相地质填图方法至关重要。以白银矿田海相火山岩区为例,首先,对该区大比例尺火山岩相填图及古火山机构厘定成果进行介绍;其次,通过分析、借鉴此成功案例,总结海相火山岩区填图内容和技术方法;最后,阐述应用该方法在北祁连山中段祁连县一带海相火山岩区进行大比例尺填图的成功尝试。 相似文献
873.
Yajun Xin Mengyuan Li Dingchao An Hongying Ji Jichun Kang 《Arabian Journal of Geosciences》2017,10(14):311
Based on calculations of rock fracture surface and angle, incremental-load creep experiments were conducted on two groups of major-defect fractured rock specimens in an RLW-2000 rheology test system. The research investigated the fracture type and the creep properties of major-defect fractured rock and analyzed the relationships between failure load and horizontal or vertical projection distance, and between each of theme and fracture area or angle. The results showed that rock fracture was divided into three types according to the distribution, including I, II, and III types. I, II, and III types were respectively an internal fracture running through neither the upper nor lower end, one through the upper or lower end and one through both upper and lower ends, and a III type was further sub-divided into IIII and IIIII types. The instantaneous strain was larger than the creep strain under the same creep loading stage. As the creep loading increased on two groups of major-defect fractured rock, the instantaneous strain decreased abruptly and then increased abruptly, while the creep strain decreased rapidly at first and later increased near-linearly. When the failure angle was larger than the friction angle, failure load was positively correlated with failure angle yet was negatively correlated with vertical projection distance. Vertical projection distance and fracture angle, which decided fracture type, controlled rock failure load. Failure load increased in turn from I type to III type, and low-type fracture determined mainly failure load in multiply-fracture specimen. 相似文献
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专题地图是文化的产物,其应用面、产品形式、应用价值都是随着时代的发展而变化的,不同时期、不同领域受关注的程度差异很大。本文从当今专题地图的现状着手,从专题地图的特性、发展条件及发展趋势几个方面进行了论述,分析了其应用前景。 相似文献
878.
A thin‐profile buckling‐restrained brace (thin‐BRB) consists of a rectangular steel casing and a flat steel core that is parallel to a gusset plate. A thin configuration reduces the width of the restraining member and thus saves usable space in buildings. However, deformable debonding layers, which cover the steel core plate in order to mitigate the difference between the peak tensile and compressive axial forces, provide a space for the steel core to form high mode buckling waves when the thin‐BRB is under compression. The wave crests squeeze the debonding layers and produce outward forces on the inner surface of the restraining member. If the restraining member is too weak in sustaining the outward forces, local bulging failure occurs and the thin‐BRB loses its compression capacity immediately. In order to investigate local bulging behavior, a total of 22 thin‐BRB specimens with a ratio of steel core plate to restraining steel tube depth ranging from 0.3 to 0.7 and axial yield force capacities ranging from 421 kN to 3036 kN were tested by applying either cyclically increasing, decreasing, or constant axial strains. The restraining steel tube widths of all the specimens were smaller than 200 mm and were infilled with mortar with a compressive strength of 97 MPa or 55 MPa. Thirteen of the 22 thin‐BRB specimens' restraining members bulged out when the compressive core strains exceeded 0.03. A seismic design method of the thin‐BRB in preventing local bulging failure is proposed in this study. Test and finite element model (FEM) analysis results suggest that the outward forces can be estimated according to the BRB compressive strength, steel core high mode buckling wavelength, and the debonding layer thickness. In addition, the capacity of the restraining member in resisting the outward forces can be estimated by using the upper bound theory in plastic analysis. Both the FEM analysis and test results indicate that the proposed method is effective in predicting the possibility of local bulging failure. Test results indicate that the proposed design method is conservative for thin‐BRB specimens with a large steel core plate to restraining steel tube depth ratio. This paper concludes with design recommendations for thin‐BRBs for severe seismic services. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献
879.
介绍了大型流式网络的构成和特点,详细论述了使用复杂节点和复杂弧段的层次拓扑模型来描述流式网络拓扑关系的方法,并举例说明了使用层次拓扑模型的网络分析方法。 相似文献
880.