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运用地磁差值年变率方法,对山西北部出现的趋势性地磁异常做了进一步的研究,对差值年变率动态图象作出了解释,并将处理后的差值年变率δF异常结合1999年5月15日山西应县4.6级地震作了对应分析。 相似文献
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运城震群活动自1986年11月7日起,截止到1987年1月31目,共记录到地震780多次,所释放的总应变能2.25×10~6焦耳,相当于1个M_s=5.3地震,其中最大地震为11月21日05时40分50.7秒M_L=4.7地震,震中位置λ_E=111°03′,N=30°15′。 该震群活动发生在运城盆地东缘的中条山前,主要沿北东向的鸣条岗断裂和北西向的陶村隐伏断裂活动。震中分布的空间范围,北北东向长轴为11公里,短轴为4.5公里。主震后的部分小震活动是沿北西向的陶村隐伏断裂分布的。两组活动方向与构造相一致,反映出地震活动是受两组构造的共同影响。 根据运城震群活动情况,利用山西南部近两年来的流动地磁测量结果作了初步分析,认为测区内部分测点的地磁场随时间、空间的变化有一定的规律,这种变化规律可能是震群效应所引起的。 相似文献
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Discontinuous deformation analysis (DDA) provides a powerful numerical tool for the analysis of discontinuous media. This method has been widely applied to the 2D analysis of discontinuous deformation. However, it is hindered from analyzing 3D rock engineering problems mainly due to the lack of reliable 3D contact detection algorithms for polyhedra. Contact detection is a key in 3-D DDA analysis. The limitations and advantages of existing contact detection schemes are discussed in this paper, and a new approach, called the incision body (IB), is proposed, taking into account the advantages of the existing methods. A computer code 3DIB, which uses the IB scheme as a 3D contact detection algorithm, was programmed with Visual C^++. Static and dynamic stability analysis for three realistic engineering problems has been carried out. Furthermore, the focus is on studying the stability of a gravity dam on jointed rock foundation and dynamic stability of a fractured gravity dam subject to earthquake shaking. The simulation results show that the program 3DIB and incision body scheme are capable of detecting 3D block contacts correctly and hence simulating the open-close and slide process of jointed block masses. In addition, the code 3DIB could provide an effective tool for evaluating the safety of 3D dam structures, which is quite important for engineering problems. 相似文献
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叙述了山西中南部重力测量情况、重力分布特征、重力异常变化等。并根据重力异常变化结合几个震例进行了分析。讨论了重力测量对山西中南部地区地震监测的实际意义。认为利用重力测量捕捉山西中南部的中强地震信息是完全有可能的。 相似文献
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对大同—阳高、忻州3次中强地震的地磁场总强度△F异常变化的时、空、强进行了总结。认为△F异常变化的空间展布与主干断裂有关,提出磁异常有时间长、连续性好、空间分布广、强度由弱到强的特点。 相似文献