A review of considerations on seismic safety of embankments and earth and rock-fill dams   总被引：2，自引：0，他引：2  

M. Yener Ozkan 《Soil Dynamics and Earthquake Engineering》1998,17(7-8):439-458

An attempt has been made to summarise the methods of approach used in assessing the dynamic behaviour and safety of earth and rock-fill dams under seismic shaking until about the present time, from the soil engineer's point of view. Shortcomings of the pseudo-static method, procedures to estimate the permanent deformations, liquefaction effects, and experience gained from the previous events have been reviewed. Observing that the most important cause of instability is the occurence liquefaction during ground motions, cyclic approach and steady-state approach in assessing the liquefaction potential have been addressed and recent practical approaches of analysis and design have been referred. It has been found noteworthy to recall that incidence of failure or serious damage to well-engineered dams has not been experienced, even under strong ground shaking.  相似文献   

The structure of the Baltic Shield region on the basis of DSS and earthquake data     

H. Korhonen  M. T. Porkka 《Pure and Applied Geophysics》1981,119(6):1093-1099

The lithospheric models obtained for the Baltic Shield by using deep seismic soundings are discussed and results from different parts of the shield are compared with models achieved by the investigation of surface waves and of P to S converted waves. The results are found to agree rather well with each other particularly with regard to the first interface (at a depth of 10–15 km) and the whole thickness of the crust (c. 40 km). The macroseismic focal depth determinations of regional earthquakes are correlated with lithospheric structure. The main maximum in the focal depth distributions of Finnish earthquakes occur at a depth of 10–12 km. The geographical distribution of the earthquake epicentres suggests several seismo-active zones in the northern Baltic Shield. One new finding in this field concerns the Lapland zone, which runs in a north-westerly direction.  相似文献   

Saving lives in earthquakes: successes and failures in seismic protection since 1960   总被引：1，自引：1，他引：0  

Robin Spence 《Bulletin of Earthquake Engineering》2007,5(2):139-251

This paper will look at what we have and have not achieved in reducing the risks to human life from earthquakes in the last 50 years. It will review how success has been achieved in a few parts of the world, and consider what needs to be done by the scientific and engineering community globally to assist in the future task of bringing earthquake risks under control. The first part of the talk will re-examine what we know about the casualties from earthquakes in the last 50 years. Almost 80% of about 1 million deaths turn out to have been caused by just ten great earthquakes, together affecting a tiny proportion of the territory at risk from heavy ground shaking. The disparity between richer and poorer countries is also evident, not only in fatality rates, but also in their rates of change. But the existing casualty database turns out to be a very poor basis for observing such differences, not only because of the small number of lethal events, but also because of the very limited data on causes of death, types and causes of injury. These have been examined in detail in only a few, recent events. All that can be said with certainty is that a few wealthier earthquake-prone countries or regions have made impressive progress in reducing the risk of death from earthquakes, while most of the rest of the world has achieved comparatively little, and in some areas the problem has become much worse. The second part of the paper looks in more detail at what has been achieved country-by-country. Based on a new expert-group survey of key individuals involved in earthquake risk mitigation, it will examine what are perceived to be the successes and failures of risk mitigation in each country or group of countries. This survey will be used to highlight the achievements of those countries which have successfully tackled their earthquake risk; it will examine the processes of earthquake risk mitigation, from campaigning to retrofitting, and it will consider to what extent the achievement is the result of affluence, scientific and technical activity, political advocacy, public awareness, or the experience of destructive events. It will ask to what extent the approaches pioneered by the global leaders can be adopted by the rest. The final section of the talk will argue that it can be useful to view earthquake protection activity as a public health matter to be advanced in a manner similar to globally successful disease-control measures: it will be argued that the key components of such programmes—building in protection; harnessing new technology and creating a safety culture—must be the key components of earthquake protection strategies also. It will consider the contribution which the scientific and engineering community can make to bringing down today’s unacceptably high global earthquake risk. It will be suggested that this role is wider than commonly understood and needs to include: Building-in protection

•	Improving and simplifying information available for designers and self-builders of homes and infrastructure.
•	Devising and running “building for safety” programmes to support local builders.

Harnessing new technologies

•	Developing and testing cost-effective techniques for new construction and retrofit.

Creating a safety culture

•	Involvement in raising public awareness.
•	Political advocacy to support new legislation and other actions.
•	Prioritising action on public buildings, especially schools and hospitals.

Examples of some of these actions will be given. International collaboration is essential to ensure that the resources and expertise available in the richer countries is shared with those most in need of help. And perhaps the most important single task for the engineering community is work to counter the widespread fatalistic attitude that future earthquakes are bound to be at least as destructive as those of the past.  相似文献   

Ground-based electromagnetic studies combined with remote sensing based on Demeter mission: A way to monitor active faults and volcanoes   总被引：2，自引：0，他引：2  

J. Zlotnicki  J.L. Le Mouël  P. Yvetot  P. Menny 《Planetary and Space Science》2006,54(5):541-557

The identification of magnetic, electric and electromagnetic (EM) precursory signals related to volcanic activities and earthquakes is still a matter of debate. Some examples are now well established, but they are often based on a few parameters recorded on sparse equipments and with no multi-disciplinary approach. Demeter program takes into account a more complete approach of EM phenomena related to volcanic eruptions and earthquakes, by combining both ground-based and satellite EM monitoring, from direct current to several kilohertz, i.e. from ULF, ELF to VLF frequency domains.The research program stands in two parts: one is the identification of EM signals at the satellite altitude and the other consists in detailed studies in a few pilot sites on the ground. Two main test sites have been considered: La Fournaise volcano in Réunion Island and the seismogenic Corinth rift in Greece. Both sites allow for performing EM studies in a multi-disciplinary environment.La Fournaise volcano erupts on average two times a year. The self-recording Demeter EM station is composed of three modules measuring the components of the magnetic and electric fields in three different frequency domains: DC to 0.5 Hz, 0.0033-160 Hz and 8-10 kHz. Preliminary observations made during the May 2003 eruption show that electric and magnetic signals appeared before the eruption. Some signals present sharp step-like variations, with amplitudes up to several hundreds mV per km and a few hour duration, followed by periods with a higher spectral frequency content. The frequency of these signals can be of several tens of Hz.The Corinth rift is a highly seismic area, frequently affected by seismic swarms. In 2004 the region has experienced tens of earthquakes of magnitude less than 4.6. A Demeter station has been set up on the Trizonia Island along the northern mainland coast, where a 30 km long seismic gap has been identified. The station is composed of two modules recording the three components of the magnetic field and the two horizontal components of the electric field in the ULF and ELF-VLF frequency bands. The audiomagnetotelluric soundings show that the station is close to a regional conductive fault connected to the sea. The first 4 months of observation clearly show that 29 earthquakes, even of low magnitude (M?2.8), occurring at less than 140 km of distance of the station, have generated electric signals when the seismic waves have passed the EM station. For a given magnitude of the earthquake, the energy of the electric signal is independent of the distance between the focal source and the EM station, which points out local electric source mechanisms. The greater the magnitude of the earthquake, the greater is the energy of the electric signal is. The co-seismic electric signals have the same morphology as that of the passing seismic wave, and there is no noticeable time delay between the electric and the seismic signals. This simultaneity between the seismic and the electric signal is best explained by the generation of an electrokinetic effect due to the passage of the seismic wave through the seawater-saturated ground.  相似文献   

Aftershock Statistics   总被引：2，自引：0，他引：2  

Robert Shcherbakov  Donald L. Turcotte  John B. Rundle 《Pure and Applied Geophysics》2005,162(6-7):1051-1076

The statistical properties of aftershock sequences are associated with three empirical scaling relations: (1) Gutenberg-Richter frequency-magnitude scaling, (2) Båths law for the magnitude of the largest aftershock, and (3) the modified Omoris law for the temporal decay of aftershocks. In this paper these three laws are combined to give a relation for the aftershock decay rate that depends on only a few parameters. This result is used to study the temporal properties of aftershock sequences of several large California earthquakes. A review of different mechanisms and models of aftershocks are also given. The scale invariance of the process of stress transfer caused by a main shock and the heterogeneous medium in which aftershocks occur are responsible for the occurrence of scaling laws. We suggest that the observed partitioning of energy could play a crucial role in explaining the physical origin of Båths law. We also study the stress relaxation process in a simple model of damage mechanics and find that the rate of energy release in this model is identical to the rate of aftershock occurrence described by the modified Omoris law.  相似文献   

Factors affecting site response to multi-directional earthquake loading     

J. Yang  X.R. Yan 《Engineering Geology》2009,107(3-4):77-87

This paper presents an investigation into various factors that may affect the ground response to multi-directional earthquake loading, focusing mainly on the behavior of vertical ground motion and its relation with the horizontal counterpart. The factors investigated herein include the intensity of input motion and the associated soil nonlinearity, the location of input motion (rock outcrop versus bedrock), the variation of water table, and the damping property of soil. Influence of these factors is studied on the characteristics of site amplification in both vertical and horizontal directions, the response spectra of vertical and horizontal ground surface motions, the spectral ratio between the two components (V/H) at the ground surface, and the distributions of stresses and strains in the ground. One of the main results is that varying water table can bring about a significant impact on vertical motion and the relationship between vertical and horizontal motions. The surface response spectral ratio (V/H) can largely exceed the rule-of-thumb value of 2/3 at low periods with lowering the water table, but does not appear to be substantially affected at long periods.  相似文献   

台湾地震与大陆旱涝   总被引：4，自引：1，他引：4  

汤懋苍 《地球科学进展》1994,9(1):38-41

利用近80年台湾、大陆和环西太平洋的地震资料,简要分析了地震场与我国东部旱涝分布的关系。台湾强震加上华北或蒙古两年内亦有强震是江淮干旱、华北涝的条件；单有台湾强震是江南旱的前兆；台湾弱震年的第一年加上长江中下游有4.5级以上地震发生是长江大涝的条件。对此统计结果从岩石圈与大气圈相互热交换的观点,提出了一个初步解释。  相似文献   

临汾市地震台网网内地震震级与山西省地震台网的对比研究     

张梅  郭林旺  张红秀  毛华萍  高娟 《山西地震》2014,(3)

选取2012年3月1日至12月31日临汾市地震台网记录到的ML1.0以上地震,对每个地震进行重新定位,并与山西地震台网的定位结果进行对比分析,找到两台网所定震级的偏差系数,用以修正临汾台网的震级,提高测定结果的精度。  相似文献   

滇西南地震活动特征分析     

毕青  沈坤  续外芬  马丽霞  张晓岗  李祥  夏开平  张体移  熊瑞 《高原地震》2010,22(1):10-16

对滇西南1970年以来所有M≥4.6级地震前的空间活动图像进行研究,用地震频度作为参数描述地震前区域的地震活动增强与平静现象,用空区、条带描述地震的孕震过程,得到以下认识:①地震频度增加是滇西南地区5级以上地震前的共性特征;②滇西南地区M≥4.6级地震前出现空区的比例随着地震震级的增加而有所增加,4.6~4.9级地震前只有60%的地震出现空区,5.0~5.9级地震前有90.9%的地震出现空区,而6.0级以上地震前全部出现空区;③空区平均持续时间也随着震级的加大而增加,空区平均持续时间为13.58个月,最短为3个月,最长为37个月;④主震位置(27/33)多发生在空区边缘(含长轴端12次、短轴端8次)。震前出现条带的规律则不明显。  相似文献   

历史强震烈度点数量的统计特征及其对历史地震参数的影响     

吴清  高孟潭 《中国地震》2013,29(4):411-423

以1995 年出版的《中国历史强震目录(公元前23 世纪～ 公元1911 年)》为基础,首先统计了中国历史强震烈度点数量的总体分布情况,然后对历史强震烈度点数量在时间、空间和强度上的分布进行了分析,结果表明中国历史强震的烈度点资料普遍偏少。在时间和强度上,公元1500 年以前,受条件所限很多历史大震没有记载或者有些记载没能流传至今,而流传下来的历史地震也仅有少数烈度点;公元元年以前,史料记载过于简单且有缺漏,导致估定的最大震级记录不超过7 级;公元1500 年以后才开始出现8 级以上大震记录。在空间上,中国东部地区地震记载点明显较西部地区更为翔实。本文对单烈度记载点历史强震情况进行了重点分析,并将既有仪器记录又有宏观考察的现代地震按照历史地震参数获取方法进行处理,以讨论烈度点稀缺对确定历史地震参数的影响。  相似文献