Evaluation of the seismic hazard of Lebanon     

M. Harajli  S. Sadek  R. Asbahan 《Journal of Seismology》2002,6(2):257-277

This paper presents the results of a study undertaken todetermine the seismic hazard of Lebanon. The seismic hazard evaluation wasconducted using probabilistic methods of hazard analysis. Potential sourcesof seismic activities that affect Lebanon were identified and the earthquakerecurrence relationships of these sources were developed from instrumentalseismology data, historical records, and earlier studies undertaken toevaluate the seismic hazard of neighboring countries. The sensitivityof the results to different assumptions regarding the seismic sources in theLebanese segment and choice of the attenuation relationship wasevaluated. Maps of peak ground acceleration contours, based on 10percent of probability of exceedance in 50 years and 100 years time spans,were developed.  相似文献   

Investigating Landslides Caused by Earthquakes – A Historical Review     

David K. Keefer 《Surveys in Geophysics》2002,23(6):473-510

Post-earthquake field investigations of landslide occurrence have provided a basis for understanding, evaluating, and mapping the hazard and risk associated withearthquake-induced landslides. This paper traces thehistorical development of knowledge derived from these investigations. Before 1783, historical accounts of the occurrence of landslides in earthquakes are typically so incomplete and vague that conclusions based on these accounts are of limited usefulness. For example, the number of landslides triggered by a given event is almost always greatly underestimated. The first formal, scientific post-earthquake investigation that included systematic documentation of the landslides was undertaken in the Calabria region of Italy after the 1783 earthquake swarm. From then until the mid-twentieth century, the best information on earthquake-induced landslides came from a succession ofpost-earthquake investigations largely carried out by formal commissions that undertook extensive ground-based field studies. Beginning in the mid-twentieth century, when the use of aerial photography became widespread, comprehensive inventories of landslide occurrence have been made for several earthquakes in the United States, Peru, Guatemala, Italy, El Salvador, Japan, and Taiwan. Techniques have also been developed for performing ``retrospective' analyses years or decades after an earthquake that attempt to reconstruct the distribution of landslides triggered by the event. The additional use of Geographic Information System (GIS) processing and digital mapping since about 1989 has greatly facilitated the level of analysis that can applied to mapped distributions of landslides. Beginning in 1984, syntheses of worldwide and national data on earthquake-induced landslides have defined their general characteristics and relations between their occurrence and various geologic and seismic parameters. However, the number of comprehensive post-earthquake studies of landslides is still relatively small, and one of the most pressing needs in this area of research is for the complete documentation of landslides triggered by many more earthquakes in a wider variety of environments.  相似文献   

泾阳4.8级地震的构造背景   总被引：12，自引：1，他引：12       下载免费PDF全文

王卫东 《地震工程学报》2002,24(2):145-149

1998年1月5日烃阳Ms 4.8地震是陕西省近40年来发生的最大一次地震。研究了此次地震的构构背景和地球物理场特征。  相似文献   

汾河口傍河水源地激发补给量研究   总被引：2，自引：0，他引：2  

贾秀梅  孙继朝  臧逸中  鲁静  刘永贵 《地理与地理信息科学》2003,19(5):105-108

该文阐述傍河水源地地下水资源构成和补给特性。利用野外试验与室内数值模拟相结合方法，分析汾河口傍河水源地可采水资源量，数值模型刻画黄河实际摆动边界，考虑潜水延迟给水和极端干旱气候条件等多种方案；利用环境同位素技术追踪傍河水源地开采条件下的河水激发补给过程和补给强度。研究表明，在渗透性较好的常年性河流旁建立的水源地，具有抵御极端气象、水文环境以丰补歉的能力，枯水年动用的含水层储存量。丰水年恢复性强。  相似文献   

地裂缝灾害研究现状与展望   总被引：6，自引：0，他引：6  

武强  陈佩佩 《中国地质灾害与防治学报》2003,14(1):22-27

1927年美国首先发现地裂缝以来，各国学者对地裂缝的发生、发展进行了细致的研究。美国学者首先从地震研究入手，认为地裂缝的形成受构造因素影响。后逐渐加强研究地下水超采对地裂缝的影响，形成了构造与地下水开采复合成因观点。我国学者重点对汾渭地堑地裂缝成因问题进行了较系统的研究，提出几种成因机理模型，并用GIS技术建立简单的预测预报系统。文章在详细介绍国内、外对地裂缝成因机理和水文特性的研究以及预测、预报工作的同时，对今后研究趋势进行了展望。目前，地裂缝的研究正从以往的定性静态描述转向以过程为目标的精确定量动力学研究。利用相似材料模拟地裂缝的形成与发展，以非线性理论（如分形）对地裂缝系统进行定量的数学描述，建立准确的预测、预报模型（如人工神经网络模型），并与GIS相结合，建立完善的预测、预报系统，减少地裂缝灾害对环境的影响，进而对它加以利用，是今后地裂缝研究的主要方向。  相似文献   

大同市万泉河盆地地下水研究     

吕继峰  张喜峰 《中国煤田地质》2003,15(1):31-32,38

利用遥感及物探资料通过对大同市万泉河盆地地质构造的分析，合理地解释了万泉河盆地地下水的成因机制及其补给、径流、排泄关系。同位素年龄测试，进一步提示出沿口泉断裂破碎带有远源地下水进入本区，使盆地内的地下水来源趋于多样化。  相似文献   

晋祠泉断流与地下水资源保护关系   总被引：4，自引：0，他引：4  

黄皓莉 《中国煤田地质》2003,15(2):26-28

通过对晋祠泉域岩溶地下水水文地质条件的分析,阐述了晋泉形成机理和断流原因,认为晋泉断流是多种因素的综合效应。说明地下水资源保护是一项系统工程,应采取统一的、科学的、多层次的全面管理,才能有效地保护有限的地下水资源,唤醒人们在进行经济建设的同时,要注意保护我们赖以生存的地球环境。  相似文献   

对燕山辽西地区构造格局的认识和讨论     

林晓辉  秦正永 《化工矿产地质》2003,25(1):5-12

燕山辽西地区的盖层可分两个构造层,由燕辽复向斜和秦皇岛背形相互叠加,并相应发育两期推覆构造。复向斜范围包括内蒙地轴和燕山沉降带,是由长条形的三个背斜和二个向斜相间,及配套的EW向纵断裂、SN向横断裂和NE向、NW向的共轭断裂组成。著名的尚义-宽城-凌源-朝阳-北票断裂是复向斜及其次级背斜的轴部纵断裂,以南大岭组、窑坡组和北票组作为其裂隙充填物。燕山EW向断裂南北对冲现象是复向斜纵断裂放射状排列并向核部推覆的反映。复向斜的形成机制完全符合纵弯褶皱作用下岩石的变形原理,是西伯利亚板块和华北板块碰撞的结果;秦皇岛背形的形成是后期太平洋板块俯冲在欧亚板块之下所致。  相似文献   

金风口地面塌陷及水源干枯成因及防治     

张发林 《地质灾害与环境保护》2003,14(1):11-14

通过对金风口片区地表的调查，分析了地面降沉、塌陷的原因；研究了塌陷对水源的影响；总结了水源干枯的规律及影响因素；并提出了防治的办法及合理化建议。  相似文献   

山西榆次地裂缝几何形态研究     

陈佩佩  武强  张守仁  魏迎春 《西北地质》2003,36(1):100-104

以非线性思想研究了榆次地区地裂缝和构造、地貌、地震的几何形态特征，计算了它们的分维值。发现地裂缝与断层的分维值非常接近，而且地裂缝分维值小于断层分维值，说明地裂缝形态和断层形态相似，同属于剪切走滑性质，但地裂缝的复杂程度和活动性都小于断层。总结榆次地区断层、地裂缝、地震和地貌分维值的关系，可知当地的地裂缝、地貌形态和地震活动都受到断层活动的控制。  相似文献