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本文在研究和分析环境因子对断层测量年周变和季节性变化影响的基础上,归纳出断层形变测量年周变的变化规律,并针对不等周期观测资料,建立了形变测量的准线性动态数学模型,最后,对门源地震有异常的扁都口资料用上述模型进行了处理,结果是比较满意的。 相似文献
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Based on the scattering coda model by which local and regional earthquakes are interpreted (K. Aki, 1969), and using observational coda data of 68 aftershocks of the 1985 Luquan, Yunnan earthquake registered by the VGK seismographs installed at 12 stations in the Yunnan regional short-period network, theQ-values of coda waves are calculated respectively for 6 time intervals. It is observed that within the frequency range of 0.40–1.65 Hz of the observed data, theQ-values are closely related with the frequencies and the calculated codaQ ranges between 80–240 with the coefficient of frequency dependence η=0.45. The calculated source factorsB(f> p) of the coda waves which indicate the scattering strength are mostly within the order 10?23–10?24. Areas with lowQ-values present high scattering. It should be noted that by comparing data obtained before and after the Luquan earthquake, clear changes can be detected in theQ-values measured at stations close to the epicentral region, and that theQ-values of the aftershock coda are less than about one half of the pre-shock values. It may be mentioned that the time-dependent regional variations of theQ-values might possibly bring about practical significance in earthquake prediction. Moreover, aftershock focal parameters are determined. Through discussions on the quantitative relations between the focal parameters, we get: 1gE=1.59M L+ 11.335;E=(2.10 × 10?5)M 0; length of focal rupturea=0.40?0.80 km for 3.0≤M L<5.0 events; stress drop Δσ=(6.0–130) ×105 Pa. Through interpretation of the data, we have also learned the important characteristics that there is no linear relation between the stress drops and the earthquake magnitudes. 相似文献
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高精度的成像需要准确的速度场信息,波形反演被认为是目前具有最高分辨率的速度反演方法之一.计算效率是目前全波形反演需要考虑的一个主要问题.为了很好地解决计算效率的问题,本文引入了一种高效的无串扰同时源反演方法,并详细介绍了其原理与计算流程.同时,基于此多震源同时反演方法,本文拓展出实波场反演、虚波场反演及复波场反演的三种反演策略,进而分析复波场的实部和虚部对全波形反演的影响.实验表明,相比于复波场全波形反演,无论是实波场反演还是虚波场反演,反演分辨率有所降低;相比于实波场反演,虚波场反演对初始模型的依赖性较小,目标函数的非线性较弱;最后,通过使用组合反演策略,即初始阶段采用虚波场反演,中后期阶段采用复波场反演,不仅可以降低反演的非线性,而且能够保证高精度建模.
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Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan 总被引:1,自引:0,他引:1
Hoe I. Ling Dov Leshchinsky Nelson N. S. Chou 《Soil Dynamics and Earthquake Engineering》2001,21(4):3087
This paper gives an overview on the application of geosynthetic-reinforced soil structures in Taiwan. Taiwan has an unique topography and geotechnical conditions that rendered a less conservative and more challenging design compared to that of North America, Europe and Japan. The Ji-Ji (Chi-Chi) earthquake of 1999 gave an opportunity to examine the behavior of reinforced soil structures. The performance of several modular-block reinforced soil retaining walls and reinforced slopes at the vicinity of the fault was evaluated. Reinforced structures performed better than unreinforced soil retaining walls. The failure cases were highlighted and the cause of failure was identified. The lack of seismic design consideration could be a major cause of failure. The compound failure mode, the inertia force of the blocks, and the connection stiffness and strength relative to the large dynamic earth pressure, were among major items that would warrant further design consideration. 相似文献
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