新丰江水库

本文用二维有限元法，将弹性多孔介质中应力-孔隙压耦联理论应用于新丰江水库诱发地震机制的研究。

The stress-pore pressure coupled theory of porous medium is applied to the research of inducing mechanism for the Xinfengjiang reservoir seismicity using two-dimension FEM in the paper .

新丰江水库地震不仅与库区存在的断裂、高密度基底有关，还与库水的加、卸载方式有关。

The induced seismicity in the Xinfengjiang reservoir area is not only related to the existing faults in the area , but also to the high-density basement and the change manner in water level .

新丰江水库诱发地震极限深度的实验研究

The Bounding Depth Of Reservoir Induced Earthquake

为探讨库水在地震形成机制中的作用，本文试图通过新丰江水库渗流场的有限元计算，对新丰江水库蓄水初期库水渗流与地震的关系进行初步研究。

In order to study the triggering mechanisms , we try to calculate the seepage field by finite element method and explore the relationship between the seepage with initial impoundment and the seismicity in the reservoir region .