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   

基于高温高压岩石破裂实验结果对中强地震前震中附近区域部分地震学现象的初步解释   总被引：6，自引：1，他引：6       下载免费PDF全文

蒋海昆  张流  周永胜  侯海峰  晁文海 《地震工程学报》2002,24(2):113-122

依据高温高压岩石破裂实验结果并结合理论分析，对 附近区域不同深度温压条件下岩石变形破坏性质及破坏失稳的力学行为进行了研究，在一次应力加载循环中，发生破坏的部位随时间具有向深部下迁的趋势。考虑到深度温压条件下岩石的渐进式破坏行为及突发失稳，对主震前震中附近区域小地震活动的增强、平静、活化等现象，以及b值等时间序列参数变化的可能机理进行初步探讨，并简单讨论了两类平静和两类b值变化的可能原因。  相似文献   

Estimates of lichen growth–rate in northern Sweden     

Wibjörn Karlén  & Jessica L. Black 《Geografiska Annaler: Series A, Physical Geography》2002,84(3&4):225-232

Two lichenometric techniques were compared in a study of lichen growth–rate in northern Sweden. The first technique, based on the maximum lichen diameter on glacier moraines, was identical to the technique used in the 1970s, whereas the other utilized the lichen diameter measured on 100 randomly selected boulders. The results indicate that it does not matter which technique is chosen, as long as the technique is used consistently on both the calibration surfaces and the surfaces to be dated. The use of data from both the 1970s and the 2000s increased the number of calibration surfaces available. The new calibration curve indicates that the age of Little Ice Age moraines was underestimated by up to about 30 years in the study conducted in the 1970s.  相似文献   

山东省省际边界地区发展研究   总被引：17，自引：0，他引：17  

贾若祥  侯晓丽 《地域研究与开发》2003,22(2):30-34

省际边界地区有其自身的发展特点，对于区域的发展起着特殊的作用。文章分析了山东省省际边界地区的特点，并根据康维斯（P.D.Converse)断裂点理论，对山东省及周边中心城市的引力范围进行了计算，比较分析了目前山东省省界城市和省内城市吸引范围及竞争力差异，提出了山东省发展省际边界地区的相应对策。  相似文献   

添加剂对聚乙二醇辛基苯基醚浊点的影响     

陈庆春  邓慧宇  马燕明  张兴国 《华东地质学院学报》2003,26(3):284-286

浊点是非离子表面活性剂的一个特性参数，它是非离子表面活性荆溶液由透明变浑浊，和由浑浊变透明的平均温度。聚乙二醇辛基苯基醚是一种非离子表面活性剂，通过实验测定了有机酸、醇、无机盐、聚合物等添加剂对聚乙二醇辛基苯基醚浊点的影响。结果表明，不加任何添加剂时，聚乙二醇辛基苯基醚的浊点为89℃；添加有机酸时，浊点随浓度升高先下降后上升；添加醇时，碳链短的随浓度升高浊点升高，碳链长的随浓度升高而下降；添加无机钠盐时，浊点随浓度升高而下降；添加聚合物时。浊点超过100℃。  相似文献   

广州白云堡豪苑观光塔滑坡的形成与防治研究     

汤连生 《中国地质灾害与防治学报》2003,14(2):9-14

以往常有两种误区：(1)认为单斜岩层边坡只要坡脚处岩层不被切断，就不会破坏；(2)植树绿化和排水设施的设置总是对边坡的稳定性有利的。文章通过野外调查和力学模型分析了坡脚处岩层未被切断的白云堡豪苑观光塔处单斜岩层滑坡的形成机制，认为该滑坡属于顺层边坡溃屈型的板裂破坏——溃屈破坏，分析了滑坡的稳定性及剩余滑动力。分析表明，人工开挖后边坡的防治方法和措施不当对该滑坡的产生起了非常关键性的作用，其中盲目的植树绿化和排水沟设置成了边坡不稳定的主要诱导因素。由此可见，边坡(滑坡)防治措施的选择对其稳定性具有非常重要的意义。最后，提出切中要害的滑坡防治方案。  相似文献   

双鸭山矿区矿井充水规律研究   总被引：2，自引：0，他引：2  

闰孝林  孟凡军 《中国煤田地质》2003,15(2):31-34

根据双鸭山矿区的水文地质条件及多年生产实践资料(矿井涌水量与其相关因素——地貌、采掘深度、回采面积、巷道长度、岩性、构造、降雨的关系),阐述了矿区充水的一般规律,提出了含水砂层覆盖下采区进行水文地质勘探的重点及开采含水砂层覆盖下煤炭资源的主要防治水措施,对同类水文地质条件矿井开采煤炭资源具有可借鉴意义。  相似文献   

进一步搞好离任经济责任审计工作   总被引：1，自引：0，他引：1  

吕红 《中国煤田地质》2003,15(2):69-70

离任经济责任审计,越来越受到各级领导的重视。搞好离任经济责任审计,确保审计质量,值得我们深入思索和关注。做好离任经济责任审计工作,要明确审计范围,把握审计重点,评价客观公正;对任期较长的责任人进行任期期间经济责任任审计;及时下达审计决定,保证审计工作的时效性。  相似文献   

TEM法在寻找煤矿突水巷道中的应用   总被引：3，自引：0，他引：3  

马瑞花  龚惠民 《中国煤田地质》2003,15(3):49-50

在地质勘探中,TEM法体积效应影响小,探测深度大,对低阻反映灵敏,因此,其作为一种物探手段,已被广泛应用于地球物理勘探的各个领域。TEM法在煤矿突水巷道勘探中,曲线形态为高电位单峰异常,这个特征用于煤矿充水巷道探测准确度高,效果明显。  相似文献   

桩承载力时效对桩土相互作用及沉降的影响分析   总被引：2，自引：2，他引：2  

郑刚  任彦华 《岩土力学》2003,24(1):65-69

对软土中两根47 m长灌注桩分别在成桩28 d和1 750 d后进行了承载力试验，其极限承载力提高幅度达到30％左右。分析了单桩承载力随时间提高(称为时效)的机理，提出了单桩承载力时效对桩筏基础桩土相互作用影响的分析方法，并结合工程实例进行了分析。  相似文献