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The paper reviews several methods of simulation used in this country to recover currenttectonic stress field related to earthquake occurrence in North China. The aim is to evaluatethe degree of seismic risk around Beijing area. The methods used are computational ormathematical simulation by the finite element method and experimental or physical simulationby the photoelastic method and the grid method. The results obtained by these methods arebriefly described. Most simulations indicate that Beijing is not a region of seismic risk. 相似文献
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A scheme in Fig. l is used to simulate the earthquake sequence in North China in the last 700 years. With a postulated fault system, a mechanical parameter distribution and suitable boundary tractions, the stress field is computed by finite element method in plane strain. The fault zones are treated as elastic-perfectly plastic medium which flows according to Coulomb's criterion and its associated flow rule. An earthquake is simulated by lowering the static coefficient of friction to a kinetic one at the epicenter to cause a slip there and arrived at a new equilibrium position. The differences in displacement, stress, etc. before and after the lowering are considered to be due to the earthquake and compared to observations. After adjustments of parameters and boundary tractions, the results are satisfactorily compared with the major earthquake sequence of 14 events M_s≥7 and regions of seismic risk in the last 700 years. Possible localities of future earthquake risk after the Tangshan earthquake and ef 相似文献
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深层构造新活动性的影响——新丰江水库区构造的三维数学模拟计算 总被引:2,自引:0,他引:2
本文采用三维弹性、粘弹性程序,模拟广东新丰江水库区地壳上层(地下5km以上)和下层(5—10km)的构造骨架。在给定的构造应力场作用下,探讨断裂的危险程度,下层构造变动对上层构造以及地形地貌的影响。计算认为,地壳下层的北西向断裂是新丰江水库诱发地震主震的地震断层。本区的地震活动不仅与区域构造应力场有联系,而且与地壳上层和下层的构造框架都有密切关系。在地震序列发展过程中,地壳的上层和下层构造发挥了不同的作用。在区域构造应力场作用下,赋存于较深部位的新构造活动可能牵动浅层构造的变化,影响地势起伏的基本格局。深部构造的新活动性对地表地貌的影响是隐蔽的,属于间接控制,可是,其重要意义则不可忽视。 相似文献
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岩心钻探是用动力机带动钻机迥转,由钻机供给一定的轴向压力和扭矩,使钻机不断地往深部钻进。岩心钻探法不仅广泛地应用于地质普查、矿产勘探、工程地质勘探,而且应用于水井、油气井、盐井以及地热的钻探,在其它技术钻孔中也有大量的应用。 相似文献
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