王家山煤矿地裂缝的形成及其灾害     

杨建成 《甘肃地质》1996,5(2):91-95

王家山煤矿断层密集，地裂缝发育，采空塌陷严重，这三者构成严重的地质灾害链。地裂缝的形成和发展，使矿区人民的生命财产遭受了惨重的损失。从工程地质及地质灾害的角度进行分析，认为新构造运动是动态的地质背景，黄土的特殊物理力学性质是静态的地质基础，人为的采空塌陷是地裂缝群产生的主要原因  相似文献   

Preliminary seismic hazard maps of Slovenia     

J. K. Lapajne  B. SŠket Motnikar  P. Zupancčicč 《Natural Hazards》1996,14(2-3):155-164

The preparation of the preliminary seismic hazard maps of the territory of Slovenia has been based on an expansion of the basic approach laid out by Cornell in 1968. Three seismic source models were prepared. Two of them are based mainly on the earthquake catalogue using the Poissonian probability model. A map of seismic energy release and a map of earthquake epicenter density are used to delineate seismic sources in these models. The geometry of the third model which is based on a rough estimate of seismotectonic setting is taken from the probabilistic seismic hazard analysis of a nuclear power plant in Slovenia. Published ground motion attenuation models based on strong motion records of recent strong earthquakes in Italy are used. Test maps for variable and uniform b-values are presented. The computer program, Seisrisk III, developed by the U.S. Geological Survey is used.  相似文献   

Hazard mapping based on macroseismic data considering the influence of geological conditions   总被引：1，自引：0，他引：1  

M. L. Sousa  C. S. Oliveira 《Natural Hazards》1996,14(2-3):207-225

The object of this study is to consider directly the influence of regional geological conditions on the assessment of seismic hazard. It is assumed that macroseismic data at individual locations contain, in an average way, the influence of geological conditions.A Data Base referring to 199 historical (5) and instrumental (194, in the 1947–1993 period) events with macroseismic information in 1195 locations of Portugal was built. For any given seismic event, whenever macroseismic information was available at a location (town, village, etc.), an EMS-92 intensity value was estimated. To each one of those locations a geological unit, representing the most common type of soil, was assigned, based on the Geological Portuguese Map at a scale 1:500 000; the geological units were grouped into three categories: soft, intermediate and hard soils.The Data Base was used to determine the attenuation laws in terms of macroseismic intensity for the three different geological site conditions, using multiple linear regression analysis. The reasonability of the laws was tested by (i) checking residual distributions and (ii) comparing the map of isoseismals of important earthquakes with the isoseismals generated by the attenuation curves derived for each one of the three different soil classes, taking into consideration the soil class of each site. The main results of attenuation modeling are: high dispersion on macroseismic intensity data; all the models predict intensity values, for short hypocentral distances, lower than the ones observed; and for some important analyzed earthquakes and for the observed range of distances, the models confirm the expectancy that macroseismic intensity increases from hard to soft soil.The approach to obtain the hazard assessment at each location consisted in the use of the attenuation law specifically derived for the class of soil of that particular location. This method, which considers the influence of the regional geology, was illustrated with the mapping of hazard for the country for several return periods. Comparison with previous maps not taking into consideration the regional geological conditions emphasizes the importance of this new parameter. It can be concluded that (i) soil segmentation is clearly the cause for hazard increase in the region to the north of Lisbon, especially at sites with soft and intermediate soils as the ones in lower Tagus valley; the maximum increase on hazard is, in any case, less than one degree; (ii) when geological conditions are disregarded in the attenuation regression analysis, hazard pattern is similar to the one obtained for the case of hard soil everywhere.  相似文献   

Seismic hazard assessment in the Ionian Islands based on observed macroseismic intensities     

Joanna E. Papoulia  Dario Slejko 《Natural Hazards》1996,14(2-3):179-187

Catalogues of actual observed intensities are constructed for three towns in the Ionian Islands. They are used for seismic hazard assessment and the results are compared with those obtained by standard approaches; that is, by statistics applied to the data computed from epicentral parameters. The results show that seismic hazard is better assessed using observed rather than computed data, but preparation of the local catalogue presents non-trivial difficulties.  相似文献   

U—Series Dating of Fossil Bones：Results from Chinese Sites and Discussions on Its Reliability     

沈冠军 《中国地球化学学报》1996,15(4):303-313

Calculations,according to some open-system models,point out that while a statistically significant discrepancy between the results of two U-series methods,^230Th/^234U and ^227Th/^220Th(or ^231Pa/^235U),attests a relatively recent and important uranium migration,concordant dates cannot guarantee closes-system behavior of sample.The results of 20 fossil bones from 10 Chinese sites,19 of which are determined by two U-series methods,are given,Judging from independent age controls,8 out of the 11 concordant age sets are unacceptable,The results in this paper suggest that uranium may cycle into or out of fossil bones,such geochemical events may take place at any time and no known preserving condition may securely protect them from being affected.So for the sitew we have studied,the U-series dating of fossil bones is of limited reliability.  相似文献   

岩浆型磷灰石结构四面体替换特征的标型意义   总被引：1，自引：0，他引：1  

刘羽 Stoppa  F 《矿物岩石》1997,17(3):5-10

根据文献中列了的５６个产于碳酸岩－碱性岩磷灰石的成分数据，讨论了这些岩浆型磷灰石结构四面体替换特征的标型意义，并定义出四面体替换指数，（ＴＳＩ＝（Ｓｉ＋ＳＣ）／Ｐ，单位晶胞原子数百分比），以区别侵入相碳酸岩磷灰石，喷发相碳酸岩磷灰石和碱性岩磷灰石：ＩＡＰ的ＴＳＩ为０－６．９，平均３．６２，仅少量Ｃ进入Ｔ位置；  相似文献   

钻孔灌注桩常见现场事故的分析与防治     

黄跃进 《江苏地质》1997,21(1):47-51

论述了钻孔灌注桩常见现场事故的预防，分析和治理等方面的几个问题，叙述了钢筋笼上浮，导管堵塞，钢筋笼掉入孔内，导管提出混凝土面，掉钻头，串孔等事故的原因和处理方法及预防措施。  相似文献   

Seismic Hazard Studies in the U.K.: Source Specification Problems of Intraplate Seismicity     

R. M. W. Musson 《Natural Hazards》1997,15(2-3):105-119

Although the U.K. is in an area of only low to moderate seismicity, the seismic hazard is sufficient to pose a threat to sensitive structures such as chemical plants and nuclear facilities. In quantifying the level of hazard by conventional probabilistic methodology, however, some problems arise in attempting to interpret earthquake data in terms of geological structure and faults. In the U.K., not only is it impossible to identify any demonstrably active faults, but also it is extremely difficult to discern any relationship between the pattern of seismicity and local or regional geological structure.This study discusses the use of two zonation approaches which complement each other in such a way that the general character and trend of seismicity is preserved. In one approach, the zonation is informed by the structural geology, where possible; geological zonation is avoided if it produces sources with heterogeneous seismicity. In the other approach, the record of past earthquakes is divided up into very small zones around individual epicentres or groups of epicentres, the size of each zone usually being proportional to the uncertainty in the epicentral determination of the appropriate event. This zonation preserves an observed tendency of some British earthquakes to repeat themselves. It is suggested that, in intraplate areas such as the U.K., it is often inappropriate to attempt to model individual fault sources. No faults in the U.K. are provably active. Because an earthquake of moderate size can occur on a very short fault segment, it is impractical to restrict fault modelling to major features. Even the two largest U.K. faults, suspected to be active, pose problems in attributing historical seismicity to them as distinct features.  相似文献   

Study on simulation of spatial correlative earthquake ground motion field     

Xiao-Jun Li  Feng-Xin Zhao  Yu-Xian Hu 《地震学报(英文版)》1997,10(2):267-271

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黄土的物理力学指标与黄土易损性分析研究   总被引：9，自引：1，他引：9       下载免费PDF全文

段汝文  王峻  李兰 《地震工程学报》1997,19(3):81-85

作者多年来在黄土地区进行了考察和勘探并采集了各类黄土样品，在室内外进行了黄土的物理力学性质的试验研究，取得了大量的关于黄土特性的资料．根据这些研究结果，探讨了黄土的物理力学指标与黄土易损性的关系及其区域分布规律，从而研究它与黄土地区的地质灾害和震害的关系．  相似文献