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131.
GEOCHEMICAL CHARACTERISTICS OF GRANITES AND ITS STRUCTURAL GENETIC ENVIRONMENT IN THE NANDAN-HECHI METALLOGENETIC BELT, NORTHWEST GUANGXI 总被引:3,自引:0,他引:3
The Nandan-Hechi metallogenetic belt is the most important tin-polymetallic producing district in China, and is the location of the Dachang super-large tin deposit. Based on the detailed field investigation and isotopic data, the stages of magmatic activity in the Nandan-Hechi metallogenetic belt have been lined out in this paper. Through the study about the geochemical characteristics of different granites, and by using ω(Al2O3)-ω(SiO2), ω(TFeO)/[ω(TFeO) ω(MgO)]-ω(SiO2), AFM, ACF and Rb-Yb Ta, Rb-Y Nb,Ta-Yb, Nb-Y discrimination diagrams in combination with regional geological setting analysis, the authors carried out analyses about the structural environment for the formation of the granites, and discussed the structural environment and dynamic setting for the large scale mineralization in this area. Our study indicates that the majority of the granites in Nandan-Hechi metallogenetic belt belong to the POG type,while the later stage alaskite belongs to the RRG CEUG type. The granites were formed at the stage of structural transformation from postorogenic phase to intraplate setting. But the major structural environment is characterized by steady regional extension. The formation age for the granites coincides with the time for this transformation, and this translation environment is favored for large-scale metallogenesis. 相似文献
132.
Lijiang-Daju fault, the seismogenic fault of the 1996 Lijiang M=7.0 earthquake, can be divided into Lijiang-Yuhu segment in the south and Yuhu-Daju segment in the north. The two segments show clear difference in geological tectonics, but have the similar dynamic features. Both normal dip-slip and sinistral strike-slip coexist on the fault plane. This kind of movement started at the beginning of the Quaternary (2.4~2.5 Ma B.P.). As to the tectonic types, the detachment fault with low angle was developed in the Early Pleistocene and the normal fault with high angle only after the Mid-Pleistocene (0.8 Ma B.P.). Based on the horizontal displacements of gullies and the vertical variance of planation surfaces cross the Lijiang-Daju fault at east piedmont of Yulong-Haba range, the average horizontal and vertical slip rates are calculated. They are 0.84 mm/a and 0.70 mm/a since the Quaternary and 1.56 mm/a and 1.69 mm/a since the Mid-Pleistocene. The movements of the nearly N-S-trending Lijiang-Daju fault are controlled not only by the regional stress field, but also by the variant movement between the Yulong-Haba range and Lijiang basin. The two kinds of dynamic processes form the characteristics of seismotectonic environment of occurring the 1996 Lijiang earthquake. 相似文献
133.
Seepage driving effect on deformations of San Fernando dams 总被引:2,自引:0,他引:2
In the process of flow deformation of an earth dam, the seepage force inside the dam plays a role as a driving force. The seepage force acts just like the gravitational force in terms of pushing soils away from their original locations after liquefaction is triggered. This paper draws attention to this seepage driving effect by presenting a set of fully coupled finite element analyses on the well-known San Fernando dams, with the objective of evaluating the impact of this seepage effect. The results indicate that while this effect is always there, its practical significance depends on a number of factors. In the case of the upper San Fernando dam, which experienced a significant, but restricted, downstream movement during the 1971 earthquake, the seepage driving effect was indeed significant. On the contrary, for the lower dam, which failed and slid into the upstream reservoir during the same earthquake, this seepage effect was relatively less pronounced. The detailed results of the analyses reveal the likely mechanisms of failure and deformation of the two dams and the likely cause behind the difference between their responses during the earthquake. 相似文献
134.
从资料的完整性和合理性、方法的规范性等几方面着手,对深圳湾公路大桥设计风速进行推算。利用深圳市气象站1954~2001年逐年年最大风速资料,通过时距、高度、地形等订正后得到相当于开阔平地上方10 m高度10 min年最大风速48年序列,使之符合建筑抗风指南或规范的要求。再利用极值Ⅰ型计算出不同重现期的基本风速,同时用耿贝尔的参数估算法和修正后的矩法参数估计法计算出不同重现期(200、120、100、60、50、30、10年)的基本风速。研究发现桥位区自动气象站与深圳市气象站最大风速正相关显著,前者是后者的1.1倍,从而可将基本风速外推到桥位区,进一步根据规范将该值放大1.11/2(1.049)倍至海面上,最终得到设计风速。还利用近地层风的指数和对数曲线推算出150 m内每10 m高度层的最大风速。 相似文献
135.
136.
通过在新疆哈密五堡乡南大草滩严重缺水地区的水地质勘察,找到了一个日供水量为3000m^3/d的小型水源地,为在同类地区找水提供了一定的找水经验。 相似文献
137.
138.
139.
神经网络在判别煤矿突水水源中的应用 总被引:6,自引:0,他引:6
矿井突水水源的识别是矿井防治水工作的基础,快速准确地判别突水的来源对整个矿井的安全生产起着十分重要的作用。以峰峰矿区梧桐庄矿为例,应用神经网络的方法,对矿井突水水源进行了系统研究。结果表明,运用该方法取得了较好的效果,并可以用此模型来解决类似的评价和判别问题。 相似文献
140.
目前,线路勘探中对浜填土检测不够重视或缺乏有效的方法,使浜填土的处理缺乏针对性,造成不必要的浪费或工程隐患。该文探讨了在线路勘探中暗浜的勘查技术及相应评价与整治方法。 相似文献