秦岭造山带新生代构造隆升与区域环境效应研究   总被引：16，自引：0，他引：16  

滕志宏  王晓红 《陕西地质》1996,(2)

据沉积，构造、地貌并结合地球物理资料综合研究认为，秦岭造山带新生代构造隆升是在中生代白垩纪晚期构造隆升基础上，于晚第三纪中新世迅速隆升，而早更新世早期则是新构造活动最强烈时期。秦岭造山带的新生代构造隆升的方式主要有地垒式、掀斜式、振荡式和翘板式4种。诱发这一地区新构造抬升的主要原因和动力学机制是华北地块自北而南，扬子地块自南而北相向向秦岭造山带之下陆内俯冲和秦岭地块深部软流圈抬升共同作用所致。  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   

Environmental and legal aspects of karst areas   总被引：3，自引：0，他引：3  

P. E. LaMoreaux  W. J. Powell  H. E. LeGrand 《Environmental Geology》1997,29(1-2):23-36

 Environmental impacts on karst settings are common as they are more sensitive than those of other rock terrains. Regulatory procedures that are effective in other rock terrains are not necessarily applicable to karst settings. Development and exploitation by man that affect the karst hydrology regime can trigger catastrophic events and result in numerous legal actions where the effects of changes go beyond property boundaries. A great variety of regulations and examples of litigation exist for karst areas. Received: 25 October 1994 · Accepted: 17 October 1995  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   

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   

雅砻江畔雅江县城区地质灾害特征及其防治对策   总被引：1，自引：0，他引：1  

郑万模  唐小平 《地质灾害与环境保护》1997,8(3):13-20

四川省雅江县城座落于雅砻江河畔。在城区０．８４ｋｍ＾２范围内发育有城南滑坡，城区斜 地面变形、城东危岩和城北滑坡四大地质灾害单元，构成了较为罕见的雅江县城独特的地质灾害特征。论述了雅江县城稆种地质这为害的特征及危害性，并对各咱地质灾害单元按其轻重缓解提出相的防治措施和对策。  相似文献   

河北省阳原县地质灾害调查与区划     

韦红钢高幼龙  谢乐云 《华东地质学院学报》2004,27(4):345-349

结合地质灾害调查与区划项目中“以人为本”的思想，根据阳原县具体的地理情况、地质环境，分析引起地质灾害的主要因素，查明区内存在的地质灾害隐患，对地质灾害进行区划，划分出地质灾害危险区、易发区、稳定区，并依据区划结果提出治理阳原县地质灾害的切实可行的建议，指出在不同地质灾害区中采取不同处理措施。  相似文献   

金沙江水电工程区(宜宾—白鹤滩段)岸坡变形破坏特征及其与赋存环境的相关性     

许向宁  黄润秋 《地球科学进展》2004,(Z1)

金沙江向家坝库区长约410 km的沿江地带,共发育349个变形破坏体(滑坡、崩塌和变形体),总体积31.49亿m~3,其中体积大于1 000万m~3的崩滑体有47个。岸坡变形破坏密度D和模数B分别达0.35个/km和316.95万m~3。对岸坡变形破坏体及其所处的环境特征研究表明,变形破坏体与其所在地层岩性、地质构造、地形条件、岩体结构特征及近期河流地质作用等环境因素共同作用密切有关。系统研究变形破坏体及其与这些环境因素的相互关系,有助于剖析岸坡失稳的成因机制,对岸坡失稳的预测、预防和工程治理具有重要的理论和指导意义。  相似文献