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Anelasticity of the Crust and Upper Mantle of South America From the Inversion of Observed Surface Wave Attenuation

Fundamental-mode Rayleigh and Love waves generated by several earthquakes situated along great-circle paths between pairs of seismograph stations have been analysed to obtain coefficients of attenuation, group velocities, phase velocities, and specific quality factors in the period range 18–80s in two regions of the South American continent. One set of paths crosses the shield region which lies on the eastern coast and another set traverses the mountainous region inland. the average attenuation coefficient values are clearly higher in the tectonically active western region throughout the entire period range than in the eastern or shield region.
Inversion of the attenuation data yielded shear wave internal friction ( Q ^-1_β) models as a function of depth in the crust and upper mantle in both regions. A low- Q zone below the lithosphere is prominent in both regions. the results show that substantial variations of Q _β occur in the two regions of South America. the Q_β values were found to be inversely related to the heat flow values or to the temperature.     

粉质黏土重塑试样在小应变条件下变形特征的试验

采用具有高精密局部位移传感器的三轴测试系统，对粉质黏土重塑试样在小应变条件下应力应变关系和剪切模量的变化规律及其影响因素进行了试验，结果表明：即使在极小应变条件下（0.0008％≤｜εs｜≤0．0021％），应力应变关系也一直保持高度非线性；在小应变条件下粉质黏土具有很高的剪切模量，且在一个很小的应变范围内迅速衰减，最后趋于一定值；剪切模量与应力状态、应力历史以及当前的加卸载方向有关，当应力方向与历史应力方向一致时，其衰减速率较快。     

某港口工程地基处理中的强夯影响范围研究

强夯法是地基处理的一种常用方法,而确定强夯影响范围是强夯法应用的关键。结合某港口工程地基处理的实测资料,分析强夯振动在深度和广度上的影响范围,进而得出振动的位移、速度、加速度随距夯击点距离增大而逐渐衰减的曲线关系式。     

雷达与多光谱图像融合技术在矿产勘查中的应用研究

文章阐述了雷达图像与ETM图像的特性,重点介绍了在几何精校正的基础上,雷达图像与ETM图像进行HIS融合变换的原理与方法.经融合处理后生成的图像,既反映出ETM图像多光谱信息丰富的特点,又反映出雷达图像上丰富的结构信息,从而大大提高了对地物的识别和判读能力.图像融合技术在地质和矿产勘查中有更广阔的应用空间.     

Seismic attenuation of coda waves in the eastern region of Cuba

Cuba's seismic attenuation had never been studied in detail. In this paper we present the results of the research on the seismic attenuation of Cuba's eastern zone based upon the information collected by the seismological Cuban network from 1998 to 2003. 581 earthquakes were selected from the Cuban catalogue to make this study. All of them, recorded by at least three seismic stations, had their epicenters located in the eastern Cuban region (19.3–22 N, 79–73 W), epicentral distances between 15 km and 213 km, their coda duration magnitudes ranging from 2 and 4.1 and their focal depths reaching up to 30 km. The seismic wave attenuation was studied using coda waves. The single scattering method proposed by Sato in 1977 was applied, the attenuation and frequency dependency for different paths and the correlation of the results with the geotectonics of the region are presented in this paper.The mean Q_c value calculated was Q_c = (64 ± 2)f^{0.84 ± 0.01}. The relatively low Q₀ and the high frequency dependency agree with the values of a region characterized by a high tectonic activity. The Q_c values of seven subregions of eastern Cuba were calculated and correlated with the geology and tectonics of the area.     

Cross-Coupling Correction for LaCoste ＆ Romberg Airborne Gravimeter

Abstract The cross-coupling corrections for the LaCoste ＆ Romberg airborne gravimeter are computed as a linear combination of 5 so-called cross-coupling monitors. The weight factors （coefficients） determined from marine gravity data by the factory are obviously not optimal for airborne application. These coefficients are recalibrated by minimizing the difference between airborne data and upward continued surface data （external calibration） and by minimizing the errors at line crossings （internal calibration） respectively. An integrating method to recalibrate the above-mentioned coefficients and the beam scale factor simultaneously is also presented. Experimental results show that the systemic errors in the airborne gravity anomalies can be greatly reduced by using any of the recalibrated coefficients. For example, the systemic error is reduced from 4.8 mGal to 1.8 mGal in Datong test.     

L&R航空重力仪的水平加速度改正

L&R(LaCoste&Romberg)航空重力仪是我国首套航空重力测量系统的核心,主要由高精度的垂直加速度计和稳定平台组成。前者用于测量总加速度,后者使加速度计保持精确的垂直指向。飞行测量时,由于水平加速度的存在,稳定平台难以精确维持水平从而使加速度计偏离正确指向,由此产生了水平加速度改正。介绍了水平加速度计算的两种基本方法,即两步法与一步法,从理论上导出了其在平台倾角较小情况下的等价性。为有效地减弱因水平加速度改正不完善产生的系统性误差,提出了水平加速度改正的预滤波方法。通过平台倾角的谱分析,确定了预滤波尺度,即采用与平台稳定周期相当的低通滤波器进行预滤波。最后利用实测数据对此进行了验证和分析。结果表明,利用预滤波尺度,航空重力测量值与地面向上延拓参考值的系统差由5×10-5m.s-2减小至0.5×10-5m.s-2。     

基于近景单影像的房檐改正计算方法

介绍了利用地面获取的单幅房屋近景影像计算房檐改正值的方法。该方法使用数码相机倾斜影像和房屋外观的几何约束条件，根据交比不变与透视旋转原理，确立了灭点、物方直线段与影像投影直线段之间的关系，并由此计算房檐宽度。实验结果表明，该方法能够满足实际需求。     

Study on Inelastic Attenuation and Source Parameters of the Shidian Swarm in 2001

Based on horizontal-component digital seismograms recorded on 6 stations of the Yunnan Regional Digital Network, we inversed the inelastic attenuation in the source region of the Shidian swarm using the Atkinson method and the site responses of the 6 stations 200km around the Shidian epicenters using the Moya method. The observational seismic waveform data were corrected by removing the propagation, instrument and site effects before the source parameters of the Shidian swarm in 2001 were determined using genetic algorithms. The results are as follows: (1) There is a linear relation between seismic moment and local magnitude. The seismic moment is between 1×10~ 12 and 10~ 14 N·m. The rupture radius of the seismic focus varies from 157m to 973m. The seismic moment and the rupture radius maintain a linear correlation. (2) The corner frequency increases as the seismic moment decreases. Based on the expression between corner frequency and seismic moment using least squares fitting, we can obtain the estimated value of the corner frequency. The time-varying value of the calculated corner frequency minus the estimated corner frequency shows that there were continuous high and low anomalies before the strong aftershocks. (3) The seismic stress drop is in the range of 0.07～1.55MPa. The stress drop seems independent of the local magnitude. The variation of stress drops is high before the occurrence of the strong aftershocks. (4) The depth of aftershocks is mostly in a range from 5km to 10km, which means that energy release of aftershocks is mainly concentrated in this range of depth.