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71.
钾盐矿床的物质来源和成矿机制 总被引:4,自引:0,他引:4
讨论钾及其有关物质的理化性质和地化行为,钾盐的物质来源,盐卤的变质、结晶分异、成矿条件和机制。富钾热液是形成钾盐矿床的重要物质来源之一。矿物岩石流体包裹体的富钾成分、富钾热泉、富钾盐湖均是寻找钾盐矿床的重要指示。 相似文献
72.
本文介绍了以IRS-P6卫星数据作为信息源完成大兴安岭林区的遥感影像地图制作的方法, 通过试验初步认识到:利用IRS-P6卫星数据制作遥感影像地图,可以满足1:50000、 1:25000比例尺的平面制图精度要求,在一些专业和专题应用中可以放大到1:15000比例尺使用。 相似文献
73.
Artificial ground motion compatible with specified peak velocity and target spectrum 总被引:1,自引:0,他引:1
In this paper, a method, which synthesizes the artificial ground motion compatible with the specified peak velocity as well as the target acceleration response spectrum, was proposed. In this method, firstly, an initial acceleration time history α8^(0) (t), which satisfies the prescribed peak ground acceleration, the target spectral acceleration ST(ω, ζ),and the specified intensity envelope, is generated by the traditional method that generates the requency domain; secondly,α8^(0) (t)is further modulated by superimposing narrow-band time histories upon it in the time domain to make its peak velocity, approach the target peak ground velocity, and at the same time to improve its fitting precision to the target spectrum. Numerical examples show that this algorithm boasts high calculation precisions. 相似文献
74.
Constantine A. Stamatopoulos Eleni G. Velgaki Arezou Modaressi Fernando Lopez-Caballero 《Bulletin of Earthquake Engineering》2006,4(3):295-318
Gravity walls retaining dry soil are modeled as a system of two bodies: (a) the gravity wall that slides along the wall-foundation soil boundary and (b) the critical soil wedge in the soil behind the wall. The strength of the system is defined by both the frictional and the cohesional components of resistance. The angle of the prism of the critical soil wedge behind the wall is obtained using the limit equilibrium method. The model accounts for changes in the geometry of the backfill soil behind the wall by considering the displacements at the end of each time step under limit equilibrium. The model shows that the standard (single) block model is over-conservative for the extreme case of critical-to-applied-seismic acceleration ratios less than about 0.30, but works well for cases where this ratio ranges between 0.5 and 0.8. The model is applied to predict the seismic displacement of gravity walls (a) tested in the shaking-table and (b) studied numerically by elaborate elasto–plastic analyses. 相似文献
75.
In this paper we consider the procedures that, on the basis of an earthquake catalogue, yield the magnitude distribution function F
M
(F
M
generators). In particular, our attention is focused on the F
M
generators that are currently used in the frame of the probabilistic seismic hazard analysis at a site. From an engineering point of view, the behaviour of F
M
in the range of strong earthquakes is of crucial importance. On the other hand, in general, the statistical validation of F
M
in that range is not feasible because of an insufficient number of strong earthquakes in available catalogues.Our investigation is limited to the problem of the comparison between competing F
M
generators. We show that a simple empirical F
M
generator (called the CFP generator) can be more reliable than generators based on mathematical models. The numerical experiments that support this statement regards two test-sites and two mathematical models of magnitude distribution, namely the truncated-exponential and the characteristic-type models.The main conclusion is the suggestion of a test (called the CFP-test) that can be summarized as follows. Let X be a site for which, with current criteria, a specific F
M
X
generator based on a mathematical model has been selected. At this point, following the comparison approach described in the paper, the F
M
X
generator is compared with the empirical CFP generator. It can happen (actually it happens in many of our numerical experiments) that this test indicates the CFP generator as more reliable than the selected F
M
X
generator. 相似文献
76.
Low-frequency current fluctuations in the deep central equatorial Atlantic are analyzed using current meter measurements recorded
from November 1992 to November 1994. Current meters were located at about 14°W of longitude and 1° of latitude on both sides
of the equator between 1,700 m depth and the ocean bottom. At all sampling depths, the velocity fluctuations are dominantly
zonal and symmetrical with respect to the equator. At 1,700 and 2,000 m, the flow is dominated by annual period fluctuations,
at 3,000 m, the velocity field amplitude presents a minimum, and at 3,750 and 3,950 m, the flow is modulated by annual and
semiannual period variability. The annual signal exhibits an apparent upward phase propagation. When considering the phase
and the amplitude of the seasonal fluctuations, the data compare well with the outputs of a realistic numerical simulation
of the Atlantic Ocean. Together with a previous analysis of the model simulations, this supports the idea that the observed
annual fluctuations are due to wind-forced vertically propagating Kelvin and Rossby waves. Data and model do not provide deciding
evidences of the presence of semiannual equatorial waves deeper than 3,500 m depth in the central equatorial Atlantic Ocean. 相似文献
77.
78.
79.
巴姆地震变形场和应力场:Ⅰ.用差分干涉雷达和Okada方法求解 总被引:1,自引:0,他引:1
本文对2003年12月26日伊朗东南部克尔曼省巴姆地区发生的6.6级地震产生的位移场、应变场和应力降分布进行了定量研究。首先从差分干涉雷达(D~InSAR)出发,求解出此次地震的同震干涉条纹和雷达视线方向的位移场,并从雷达干涉的相干图上清楚的观察到了发震断层的痕迹,得出此次地震的发震断层是巴姆断层以西的隐伏断层的结论。然后结合 Harvard 的 CMT(震源机制解)结果、Nakamura 的断层结果(Arg-e-Bam 隐伏断层)以及本文 D-InSAR 求解出的发震断层结果,利用 Okada 程序,计算出此次地震的北、东、垂向三个位移分量,投影得到雷达视线方向的位移,将投影结果与由 D-InSAR得到的位移场比较,看到我们所讨论的断层模式可以很好的解释差分干涉雷达的观测结果,可以合理的解释 Arg-e-Bam 隐伏断层为此次地震的发震破裂断层,通过分析地震的破坏程度分布图,隐伏断层为发震断层的解释可以很好的符合巴姆地震的等震分布图。最后,本文利用 Okada 程序计算得到了此次地震所产生的应变场和应力降场。 相似文献
80.
在城市建筑物密集区进行振动沉管施工,引起震动对周围环境的影响已成为地基处理施工中一个突出的问题,通过对某项工程水泥粉煤灰碎石柱(CFG)桩施工振动对周边建筑物影响的测试和分析,对地基处理方法的选型及如何有效减轻和控制施工振动对周围环境的影响,均具有一定意义。 相似文献