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县级地震工作机构是防震减灾事业发展的基础,工作任务繁重,责任重大。通过对云南省县级地震工作机构现状的调查与分析,归纳了云南省县级防震减灾工作发展过程及其作用,探讨了进一步推进工作的思路与措施,并对云南省县级防震减灾工作的发展前景进行了展望。 相似文献
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构造地貌研究在地震地质工作中的实际应用,主要有两方面:一是对断裂活动程度的鉴别;一是为划分地震危险区而进行的新构造运动的研究。前者做的是线、段、点的工作,后者做的是面的工作,二者既有联系又有区别。本文简要介绍在广东及其邻区的地震地质工作中所进行的构造地貌研究以及从中得出的若干初步认识 相似文献
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文章指出优化藏书结构是图书馆工作的基础,藏书剔旧是优化藏书结构不可缺少的一个方面。对专业图书馆只有做好先期调查,并制定细致的藏书剔旧范围和组织工作,才能保证在不影响日常工作的情况下进行藏书剔旧工作。最后还采用了几种不同的方法对藏书剔旧工作进行了检验和评价。 相似文献
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建设工程抗震设防工作中的问题及对策 总被引:1,自引:0,他引:1
重大建设工程和可能引起严重次生灾害的建设工程,必须依法进行地震安全性评价,并依据评价结果进行设计、施工,这对于提高抗震设防能力,确保经济、社会健康可持续发展和保证人民群众生命财产的安全将发挥重要作用。但是,目前该工作存在许多问题,若不及时加以解决,将直接影响防震减灾工作的整体发展。结合工作实践和体会,提出对策。 相似文献
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瑞利波具有能量大、信噪比高等特点,可以用来反演介质内部的力学信息,近年来在浅层地球物理勘探、深层地震学研究以及超声波无损检测等多个领域都有较广泛的应用。目前大多数瑞利波的应用中都假设介质是弹性的,然而实际中岩石、土壤和金属等介质都在一定程度上体现出了黏弹性。当介质的黏弹性较强时仍然采用弹性假设研究其中瑞利波的反演将增大误差,因此有必要考虑黏弹性介质中的瑞利波反演,但是目前这方面的研究仍不够深入。本文研究黏弹性介质中瑞利波频散曲线和衰减系数曲线的反演问题,给出其在半空间中联合反演的方法,并对该方法的误差进行分析。 相似文献
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本文根据瑞利波测量所得波形的变化特征,分析研究了地基参数对瑞利波弥散曲线的影响规律,提出了利用瑞利波测试剪切波速的方法。在研究过程中,对瑞利波测试技术进行了探讨,并引入了相关分析原理,以消除噪声、系统的非线性以及其它一些人为因素的干扰。最后结合实例,论证该技术用于实际勘探的可行性并指出其存在的问题和有待进一步完善的工作。 相似文献
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Forward modeling is of critical importance for inversion analysis of surface wave methods to obtain shear-wave velocity (VS) profiles of soil sites. The dynamic stiffness matrix (DSM) method can provide forward modeling of Rayleigh surface waves to simulate complex wave propagation in layered soil sites. However, contamination from body waves and interference of multiple Rayleigh wave modes can reduce the accuracy of theoretical dispersion curves, especially at irregular soil sites with embedded low-velocity or high-velocity layers. An analytical method is developed herein to combine the techniques of the multichannel analysis of surface waves method with the DSM method to improve the accuracy of the theoretical dispersion analysis for soil sites. The proposed method implements multichannel analysis of the analytical displacement responses to capture dominant dispersion trends. Comparison of the results obtained with the new method against those from the transfer matrix method and the literature indicates that the new method can (1) effectively minimize the effects of contamination caused by body waves and interference from several Rayleigh wave modes, and (2) generate accurate dominant dispersion trends for soil sites with various stiffness profiles, especially for the high-frequency dispersion characteristics of the profiles with embedded low-velocity layers. 相似文献
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瑞雷波相速度VR可以反映一定深度范围内岩土体的物理力学性质.与常规检测方法相比,瑞雷波检测具有分辨率高、受场地影响小、检测设备简单、检测速度快等优点,能够胜任大面积地基处理效果的检测.本文主要介绍瑞雷波检测在南口镇污水处理厂场地地基强夯处理效果检测中的应用.比较对应测点处持力层深度范围内的瑞雷波速与原位载荷试验数据,得出了准基床系数K与瑞雷波波速VR的统计关系,据此将强夯地基持力层深度上的VR分布转换为K值的分布,进而得出了场区地基处理土体在设计荷载作用下的沉降量分布.根据上述测试结果对场区地基强夯处理效果进行了评价. 相似文献
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The spectral analysis of surface wave (SASW) developed in the early eighties has opened the way to the use of surface waves for the definition of shear wave velocity profiles in soil deposits or pavement structures without the need of any borings or intrusion. The SASW testing procedure was designed to minimize the contribution of higher modes and thus assumes that the Rayleigh waves which propagate at the surface belong only to the fundamental mode. Several studies have however demonstrated that, in some conditions, higher Rayleigh modes can contribute significantly to the dispersion curve. Different tests configurations exist today to deal with Rayleigh mode problem by the use of an array of receivers. In spite of that, the SASW configuration remains attractive due to the limited number of receivers, as well as, the Rayleigh modes contributing in SASW records configuration can be identified by multiple-filter technique and isolated using time-variable filters. The proposed techniques are first validated by simulated records and then applied to SASW records obtained in the field. The study confirms that higher modes can participate and even dominate in SASW records. An important contribution of higher Rayleigh modes can also exist, even if the shear wave velocity increases regularly with depth. The higher Rayleigh modes can significantly affect the accuracy of the shear wave velocity profile if they are not properly identified and separated. A multi-mode inversion process is shown to be important to have an accurate soil characterization. 相似文献
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A. Mesgouez G. Lefeuve-Mesgouez A. Chambarel 《Soil Dynamics and Earthquake Engineering》2005,25(6):421-430
In this study, we propose a numerical investigation in the time domain of the mechanical wave propagation of an impulsional load on semi-infinite soil. The ground is modelled as a porous saturated viscoelastic medium involving complete Biot theory. All the couplings and a hysteretic Rayleigh damping are taken into consideration. An accurate and efficient finite element method using a matrix-free technique and an expert multigrid system are applied. Our results present the displacements of the fluid and solid particles over the surface and in depth. The arrival times of body and surface waves are studied. Particularly, the compressional wave of the second kind is highlighted. The influence of the different couplings and more specifically, the influence of the permeability on the response of the soil are analyzed. 相似文献