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31.
Fred J. Anderson 《Environmental Geology》2006,49(7):1034-1042
Several unfavorable environmental and engineering geologic conditions exist in Fargo, North Dakota. Dominantly, the behavior
of smectitic clays within the proglacial Lake Agassiz sediments of the Sherack and Brenna Formations creates subsoil instability
beneath engineered structures in the Fargo area and slope instability within cutbank meanders of the Red River of the North.
Unfavorable engineering geologic conditions encountered include: the elastic deformation of clayey glaciolacustrine soils,
shrink-swell properties, inadequate bearing capacities, and mass movements. These conditions are responsible for structural
failures including the Fargo Grain Elevator in 1955 and the Northern Pacific railroad grade. Bank failures along the Red River
are common due to the inherent instability of Brenna Formation smectitic clays which are subject to plastic deformation in
the subsurface, with resultant block failure of overlying Sherack Formation. Recent alluvial sediments due to typical fluvial
action and the continued seasonal saturation of cutbank meanders within the floodplain also add to soil instability. 相似文献
32.
33.
Introduction According to the determination of the state seismic station network, a strong earthquake with magnitude of 6.0 occurred at 08h09min, February 23, 2001 (Beijing Time) in the mountainous area of Garze, Sichuan Province in southwest China. The epicenter is at 101?6E, 29?4N. The seismic region is just located on combining part among six counties. After the occurrence of the earthquake, an investigating team from the Seismological Bureau of Sichuan Province started off to the sei… 相似文献
34.
Fuzzy neural network models for liquefaction prediction 总被引:1,自引:0,他引:1
Integrated fuzzy neural network models are developed for the assessment of liquefaction potential of a site. The models are trained with large databases of liquefaction case histories. A two-stage training algorithm is used to develop a fuzzy neural network model. In the preliminary training stage, the training case histories are used to determine initial network parameters. In the final training stage, the training case histories are processed one by one to develop membership functions for the network parameters. During the testing phase, input variables are described in linguistic terms such as ‘high’ and ‘low’. The prediction is made in terms of a liquefaction index representing the degree of liquefaction described in fuzzy terms such as ‘highly likely’, ‘likely’, or ‘unlikely’. The results from the model are compared with actual field observations and misclassified cases are identified. The models are found to have good predictive ability and are expected to be very useful for a preliminary evaluation of liquefaction potential of a site for which the input parameters are not well defined. 相似文献
35.
36.
2001年四川省雅江-康定6.0级地震烈度考察及发震构造背景雏议 总被引:4,自引:1,他引:4
2001年2月23日四川省发生的6.0级地震,其宏观震中位于雅江县与康定县之间的高山峡谷地带.极震区烈度可达Ⅷ 度,Ⅷ 度区、Ⅶ 度区和Ⅵ 度区面积分别为180km2,1472 km2和3998 km2,等震线分布总体形态呈椭圆形,长轴近南北向.震区建筑物普遍受损,极震区山地灾害较为严重.初步分析认为,此次地震的发生与理塘断裂和玉农希断裂的长期活动有关,主干断裂活动造成的地壳应力调整和集中,最终在块体内部的次级断裂上释放而产生地震. 相似文献
37.
在无线遥测地震仪器中 ,发射机长期使用容易出现输出功率下降、无输出功率、发射频率不准等故障。分析了发射机典型电路——石英晶体主振电路、倍频电路、激励级电路、功率放大级电路的基本原理。排除发射机的故障时 ,先从不同单元电路逐一检查、测试 ,判断故障类型 ,最后进行发射机总调试 相似文献
38.
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
39.
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
40.
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