太树刚, 李建有, 林凤仙, 钟婷, 孔艳芹. 水库诱发地震两种机理的比较研究[J]. 云南大学学报(自然科学版), 2012, 34(S2): 52-56.
引用本文: 太树刚, 李建有, 林凤仙, 钟婷, 孔艳芹. 水库诱发地震两种机理的比较研究[J]. 云南大学学报(自然科学版), 2012, 34(S2): 52-56.
TAI Shugang, LI Jianyou, LIN Fengxian, ZHONG Ting, KONG Yanqin. Comparative study on the two mechanisms of reservoir-lnduced earthquake[J]. Journal of Yunnan University: Natural Sciences Edition, 2012, 34(S2): 52-56.
Citation: TAI Shugang, LI Jianyou, LIN Fengxian, ZHONG Ting, KONG Yanqin. Comparative study on the two mechanisms of reservoir-lnduced earthquake[J]. Journal of Yunnan University: Natural Sciences Edition, 2012, 34(S2): 52-56.

水库诱发地震两种机理的比较研究

Comparative study on the two mechanisms of reservoir-lnduced earthquake

  • 摘要: 对水库诱发地震的两种机理,静水压作用和岩石孔隙压作用进行了模拟对比研究和实例研究.结果显示,在相同构造应力状态下,水库蓄水后由静水压作用诱发地震所需的蓄水深度比孔隙压作用诱发地震所需的蓄水深度要大得多.对于库区岩层含有隐伏断层的情况,由于水的渗透作用增强,产生诱发水库地震对孔隙压作用显得更为敏感.蓄水后孔隙水压力增加是水库诱发地震的主要因素.

     

    Abstract: The two mechanisms of hydrostatic pressure and pore pressure effects for reservoir-induced earthquake are comparatively simulated and case studied.The results indicate that under the same tectonic stress the water-storage depth for hydrostatic pressure effect needed to induce earthquake is much higher than that of pore pressure effect after water storage in reservoir.As the result of water permeation effect being reinforced in the case of buried fault in reservoir area,the pore pressure effect which induce reservoir earthquake show more sensitivity.The increase of pore pressure after water storage is the major factor of reservoir-induced earthquake.

     

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