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51.
670矿床是中国东南部中生代火山岩带内典型的火山岩型铀钼矿床;矿床具有叠加成矿特点.本文利用诱发裂变径迹的方法研究了矿床火山围岩中铀的赋存状态及配分.结果表明火山围岩中的铀主要有三种赋存状态:(一)分布在火山基质及晶屑内均匀分散的质点铀,其裂变径迹是弥散状或弧立星射状分布;(二)吸附在蚀变矿物表面、矿物隙间及微裂隙内的聚合态铀,其裂变径迹为密集带状及团块状;(三)分布在副矿物中或呈铀矿物存在的铀,其裂变径迹为聚合星射状及团块状.矿物的蚀变过程,如绿泥石化、碳酸盐化等可改变火山围岩铀的赋存状态,造成铀在岩石中的活化和预富集,从而有利于矿化.因此火山围岩中铀的含量虽然较低,但对火山岩型铀矿的形成仍有重要意义. 相似文献
52.
利用临汾无线遥测地震台网的记录资料,探讨了运城震群活动的序列特征,对震群活动的震相记录特征进行了较全面的总结和分析. 相似文献
53.
The hydrocarbon generation mechanism and the three-stage type model of hydrocarbon generation for carbonate source rocks 总被引:1,自引:0,他引:1
The diagenetic mechanism and process of carbonate rocks, which is different to that of clastic rocks, decides the existence
of different existing state organic matters in carbonate rocks. This has been verified by both the microscopic observation
of organic petrology and the analysis of organic geochemistry of many samples. Based on the hydrous pyrolysis simulation experiment
of the low-mature carbonate rocks, the contrasting study on the yield and their geochemistry characteristics of different
existing state soluble organic matters of a series of various maturity samples shows that the different existing state organic
matters make different contributions to hydrocarbon generation during every evolution state. So that, the hydrocarbon generation
process of carbonate rocks can be summarized as the following three stages: the first is the direct degradation of biogenic
bitumen macromolecules during the immature stage, the second is the thermal degradation of a large amount of kerogen at the
mature stage, the last stage is the expulsion or release of inclusion organic matter owing to the increased thermal expansion
pressure during the high evolution stage.
Part of achievements of the Eighth Five-Year National Science-Technology Key-Task Project “85-102-02-07”. 相似文献
54.
喀拉通克铜镍硫化矿区二、三号矿床的两个岩体为隐伏的中-基性岩体,受北西向断裂的控制,侵位于石炭统南明水组上段之下部地层中,为岩浆熔离型铜镍硫化矿床。矿物成分以磁黄铁矿、镍黄铁矿、黄铜矿为主。有用元素除铜、镍外,尚伴生有金、银、铂、色、钴、硫可综合利用。它国内外同类型矿床相比,具有成岩、成矿时代新,岩体基性程度低、铜大于镍等特点,因而又具有新的地质找矿意义。 相似文献
55.
The local subduction geometry at a site south of Puget Sound in western Washington is investigated using teleseismicP-waveforms recorded on a three-component event triggered seismograph. The data are processed using source equalization deconvolution in order to isolate locally convertedP-to-S arrivals and stacked to improve the signal-to-noise ratio. Stable arrivals in the radial component indicate an oceanic Moho within the subducted slab at a depth of about 53 km beneath the station. Observed amplitude variations with azimuth in the radial data, as well as qualitative aspects of the tangential data, are used to establish a slab dip of 16° to the southeast. Our results are compatible with previous results from a site 60 km to the west, and further confirm a substantial warp in the regional geometry of the subducted Juan de Fuca plate. 相似文献
56.
Statistical tests for regional seismic phase characterizations 总被引:1,自引:0,他引:1
L. Persson 《Journal of Seismology》2003,7(1):19-33
In seismic analysis some assumptions are often made aboutthe data, e.g. stationarity and Gaussianity. This is not obvious for all realseismic data. Here, we use statistical tests for characterization of regionalseismic data. We apply tests for stationarity, symmetry, linearity, andtime-reversibility. In the analysis we use twelve regional seismic events inFennoscandia recorded with the seismic small-aperture arrays NORESS,ARCESS and FINESA at hypocentral distances in the range from 160 to1580 km. For the tests we use the regional phases Pn, secondary P, Sn and Lg-phases and the preceding noise. Two of the eventsare explosions, two are rockbursts and eight are earthquakes. Theperformance and possibilities of using statistical tests based on bispectra, asa complementary tool for conventional analysis of seismic phases isdemonstrated. The preceding noise recorded before the first onset of theP-wave for the twelve events is tested to be spatially stationarybetween each channel within each array and temporal stationary in 21consecutive time windows of 3.2 sec each. Also, the preceding noise issymmetric and linear. The seismic phases defined by the symmetry test asnon-Gaussian (not symmetric) are all linear. This means a linear model canbe used to characterize both the noise and the phases. The first P-phase for the two explosions is characterized as non-Gaussian at thethree arrays. For all 36 possibly first P-phase arrivals at the three arraystations, 23 are non-Gaussian. The second P-phase is non-Gaussian at13 of 36 data records, the S-phase at eleven of 36 and the Lg-phase at nine of 36. For all the four phases more than 32 of possible36 are time-reversible. 相似文献
57.
Results of a detailed statistical study of constant relative strength inelastic displacement ratios to estimate maximum lateral inelastic displacement demands on existing structures from maximum lateral elastic displacement demands are presented. These ratios were computed for single‐degree‐of‐freedom systems with different levels of lateral strength normalized to the strength required to remain elastic when subjected to a relatively large ensemble of recorded earthquake ground motions. Three groups of soil conditions with shear wave velocities higher than 180m/s are considered. The influence of period of vibration, level of lateral yielding strength, site conditions, earthquake magnitude, distance to the source, and strain‐hardening ratio are evaluated and discussed. Mean inelastic displacement ratios and those associated with various percentiles are presented. A special emphasis is given to the dispersion of these ratios. It is concluded that distance to the source has a negligible influence on constant relative strength inelastic displacement ratios. However, for periods smaller than 1s earthquake magnitude and soil conditions have a moderate influence on these ratios. Strain hardening decreases maximum inelastic displacement at a fairly constant rate depending on the level of relative strength for periods of vibration longer than about 1.0s while it decreases maximum inelastic displacement non‐linearly as the period of vibration shortens and as the relative‐strength ratio increases for periods of vibration shorter than 1.0s. Finally, results from non‐linear regression analyses are presented that provide a simplified expression to be used to approximate mean inelastic displacement ratios during the evaluation of existing structures built on firm sites. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
58.
Cyclic tests on two large‐scale models of existing bridge piers with rectangular hollow cross‐section were performed in the ELSA laboratory. The prototype structure is an existing reinforced concrete highway bridge constructed in Austria in 1975. The piers presented several seismic deficiencies and consequently they showed poor hysteretic behaviour and limited deformation capacity as well as undesirable failure modes that do not comply with the requirements of modern codes for seismic‐resistant structures. Experimental data are compared to numerical and empirical predictions. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
59.
黄土高原风尘序列的碳酸盐成因及其风化过程 总被引:1,自引:0,他引:1
碳酸盐是黄土高原风尘序列的主要组成部分,其含量与原生碳酸盐溶解、再沉淀,以及含钙硅酸盐化学风化强度等密切相关。碳酸盐在表生环境下极易移动,且其迁移变化受大气降水、温度等古气候所制约,因此黄土次生碳酸盐记录了古气候的重要信息。甘肃西峰赵家川剖面碳酸盐含量、磁化率的系统测定和风尘序列地质特征研究表明,在整个剖面中,碳酸盐含量和磁化率曲线呈显著的负相关,并从剖面上部到红粘土底部,碳酸盐含量有增加趋势。黄土、古土壤和红粘土沉积分别处在不同风化阶段:黄土化学风化最弱,处于钙质残积阶段,古土壤处于强烈钙质淋溶阶段和硅铝残积阶段,红粘土化学风化最强烈,处于硅铝残积阶段或红土化阶段;不同的化学风化阶段古气候性质有别。 相似文献
60.
Prantik Mandal R. K. Chadha N. Kumar I. P. Raju C. Satyamurty 《Pure and Applied Geophysics》2007,164(10):1963-1983
During the last six years, National Geophysical Research Institute, Hyderabad has established a semi-permanent seismological
network of 5–8 broadband seismographs and 10–20 accelerographs in the Kachchh seismic zone, Gujarat with a prime objective
to monitor the continued aftershock activity of the 2001 Mw 7.7 Bhuj mainshock. The reliable and accurate broadband data for the 8 October Mw 7.6 2005 Kashmir earthquake and its aftershocks from this network as well as Hyderabad Geoscope station enabled us to estimate
the group velocity dispersion characteristics and one-dimensional regional shear velocity structure of the Peninsular India.
Firstly, we measure Rayleigh-and Love-wave group velocity dispersion curves in the period range of 8 to 35 sec and invert
these curves to estimate the crustal and upper mantle structure below the western part of Peninsular India. Our best model
suggests a two-layered crust: The upper crust is 13.8 km thick with a shear velocity (Vs) of 3.2 km/s; the corresponding values
for the lower crust are 24.9 km and 3.7 km/sec. The shear velocity for the upper mantle is found to be 4.65 km/sec. Based
on this structure, we perform a moment tensor (MT) inversion of the bandpass (0.05–0.02 Hz) filtered seismograms of the Kashmir
earthquake. The best fit is obtained for a source located at a depth of 30 km, with a seismic moment, Mo, of 1.6 × 1027 dyne-cm, and a focal mechanism with strike 19.5°, dip 42°, and rake 167°. The long-period magnitude (MA ~ Mw) of this earthquake is estimated to be 7.31. An analysis of well-developed sPn and sSn regional crustal phases from the bandpassed
(0.02–0.25 Hz) seismograms of this earthquake at four stations in Kachchh suggests a focal depth of 30.8 km. 相似文献