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唐山7.8级强震孕育条件及前兆场时空演化的三维数值模拟计算与分析 总被引:1,自引:0,他引:1
首先对由深部地震测深剖面观测综合归纳出一个华北地区岩石圈12层三维非均匀实际模型在承受和不承受来自底面的上拱力条件下的应力场进行了数值模拟计算,并根据计算结果对唐山地震孕震条件及长期前兆进行分析研究。 相似文献
874.
地电短临前兆产生机理及一种新的短临预报方法(谐振预报法) 总被引:3,自引:0,他引:3
研究了地电短临震兆机理,在此基础上给出了引潮力触发地电短临前兆模式。据此从理论上分析了地电临震震兆特征,并以唐山7.8级大震为例,从实际观测中检出具有此模式特征的震兆(具有起潮力特征),从而验证了所提模式理论的客观存在的可能性。最后给出与此有关的地电短临预报方法。即,根据脆性岩石失稳的相对刚度比较准则,定义部分岩体刚度λ=0的状态为临震阶段,分析λ=0时起潮力引起位移的特征和规律,得出原地监测岩体刚度是否为零(进入临震阶段)的方法。因为在弹性阶段,λ为较大正值,微小的起潮力只引起微小的位移,此时的电响应甚小,通常检测不到;但随着构造力的积累,介质进入临震阶段,此时同样微小的起潮力却可引起甚大的位移(λ=0时,位移为无穷大),从而产生可检测的电响应。由于这种电响应具有与起潮力相同的周期,故可把临震电响应同各种干扰区分开,判定为临震前兆,从而建立了地电临震前兆起潮力触发模式,并可给出相应的短临预报方法。对1976年唐山7.8级强震前后震中周围地电阻率及大地电场实测资料进行谱分析,发现仅在主震前二个月至半月内,两种不同物理本质的电响应分别出现与起潮力MS波与MSf波周期相同的异常变化。这是对所提临震前兆模式和预报 相似文献
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Morphological characteristics of the earthquake surface ruptures on Awaji Island, associated with the 1995 Southern Hyogo Prefecture Earthquake 总被引:1,自引:0,他引:1
Abstract The earthquake surface ruptures on the northern side of Awaji Island accompanying the 1995 Southern Hyogo Prefecture Earthquake in Japan consist of three earthquake surface rupture zones called the Nojima, Matsuho, and Kusumoto Earthquake Surface Rupture Zones. The Nojima Earthquake Surface Rupture Zone is - 18 km long and was formed from Awaji-cho at the northern end of Awaji Island to Ichinomiya-cho. It occurred along the pre-existing Nojima geological fault in the northern segment and as a new fault in the southern segment. The northern segment of the Nojima Earthquake Surface Rupture Zone is composed of some subparallel shear faults showing a right-step en echelon form and many extensional cracks showing a left-step en echelon form. The southern segment consists of some discontinuous surface ruptures which are concentrated in a narrow zone a few tens of meters in width. This surface rupture zone shows a general trend striking north 30°-60° east, and dipping 75°-85° east. The deformational topographies and striations on the fault plane generated during the co-seismic displacement show that the Nojima Earthquake Surface Rupture Zone is a right-lateral strike-slip fault with some reverse component. Displacements measured at many of the outcrops are generally 100-200 em horizontally and 50-100 em vertically in the northern segment and a few em to 20 em both horizontally and vertically in the southern segment. The largest displacements are 180 em horizontally, 130 em vertically, and 215 em in netslip measured at the Hirabayashi fault scarp. The Matsuho Earthquake Surface Rupture Zone striking north 40°-60° west was also found along the coastline trending northwest-southeast in Awaji-cho for ~1 km at the northern end of Awaji Island. The Kusumoto Earthquake Surface Rupture Zone occurred along the pre-existing Kusumoto geological fault for ~ 1.5 km near the northeastern coastline, generally striking north 35°-60° east, dipping 60°-70° west. From the morphological and geomorphological characteristics, the Nojima Earthquake Surface Rupture Zone can be divided into four segments which form a right-step en echelon formation. The geological and geomorphological evidence and the aftershock epicenter distributions show clearly that the distributions and geometry of these four segments are controlled by the pre-existing geological structures. 相似文献
876.
中国东部特殊地震带研究 总被引:1,自引:0,他引:1
综合分析了中国东部湖南、湖北、广东等省的水库地震和矿山地震特征,并根据区域地震地质、深部构造等资料,初步确立了特殊地震带──诱发地震活动带。结果认为鄂湘粤地区之所以形成特殊地震带,是与现代活动的秭归-常德-河源深断裂带有关。 相似文献
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Deterministic sliding block methods for estimating seismic displacements of earth structures 总被引:5,自引:0,他引:5
A review and quantitative comparison of existing deterministic sliding block methods for predicting permanent displacements of earth structures subjected to seismic loading is presented. The reviewed sliding block methods are divided into two main groups based on the characteristic earthquake parameters referenced in each method. One group uses the maximum horizontal ground acceleration and velocity, and the other uses the maximum horizontal ground acceleration and the predominant period of the acceleration spectrum. Displacement functions published by previous authors are reformulated to give common non-dimensionalized displacement functions of the critical acceleration ratio which are then used to compare the different methods for the estimate of permanent seismic displacement of soil structures. The results show that despite the fact that the different methods were formulated using a wide range of earthquake records and different characteristic seismic parameters, permanent displacement values predicted using these methods fall within a reasonably narrow band. Selected acceleration data from three recent earthquakes that occurred in California are used to evaluate and compare the accuracy of the reviewed displacement methods for practical applications. 相似文献