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首页> 外文期刊>Geophysical Research Letters >Static-stress impact of the 1992 Landers earthquake sequence on nucleation and slip at the site of the 1999 M=7.1 Hector mine earthquake, southern California
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Static-stress impact of the 1992 Landers earthquake sequence on nucleation and slip at the site of the 1999 M=7.1 Hector mine earthquake, southern California

机译:1992年Landers地震序列对1999 M = 7.1 Hector矿山地震现场的成核和滑动的静应力影响,南加利福尼亚

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摘要

The proximity in time (similar to 7 years) and space (similar to 20 km) between the 1992 M=7.3 Landers earthquake and the 1999 M=7.1 Hector Mine event suggests a possible link between the quakes. We thus calculated the static stress changes following the 1992 Joshua Tree/Landers/Big Bear earthquake sequence on the 1999 M=7.1 Hector Mine rupture plane in southern California. Resolving the stress tensor into rake-parallel and fault-normal components and comparing with changes in the post-landers seismicity rate allows us to estimate a coefficient of friction on the Hector Mine plane. Seismicity following the 1992 sequence increased at Hector Mine where the fault was unclamped. This increase occurred despite a calculated reduction in right-lateral shear stress. The dependence of seismicity change primarily on normal stress change implies a high coefficient of static friction (mu greater than or equal to 0.8). We calculated the Coulomb stress change using mu=0.8 and found that the Hector Mine hypocenter was mildly encouraged (0.5 bars) by the 1992 earthquake sequence. In addition, the region of peak slip during the Hector Mine quake occurred where Coulomb stress is calculated to have increased by 0.5-1.5 bars. In general, slip was more limited where Coulomb stress was reduced, though there was some slip where the strongest stress decrease was calculated. Interestingly, many smaller earthquakes nucleated at or near the 1999 Hector Mine hypocenter after 1992, but only ih 1999 did an event spread to become a M=7.1 earthquake. [References: 19]
机译:1992年的M = 7.3兰德斯地震和1999年的M = 7.1赫克托雷矿之间在时间上(大约7年)和空间(大约20公里)的距离表明,地震之间可能存在联系。因此,我们计算了在加利福尼亚南部1999 M = 7.1 Hector矿山破裂面上发生的1992年约书亚树/兰德斯/大熊地震序列之后的静态应力变化。将应力张量分解为前角平行分量和断层法向分量,并与着陆后地震活动率的变化进行比较,可以估算赫克托矿平面上的摩擦系数。在解除断层的赫克托矿,1992年序列之后的地震活动增加了。尽管计算得出的右侧切应力减小,但仍发生了这种增加。地震活动度的变化主要取决于法向应力变化,这意味着较高的静摩擦系数(μ大于或等于0.8)。我们使用mu = 0.8计算库仑应力变化,发现1992年地震序列轻微地鼓励了赫克托矿震源(0.5巴)。此外,在赫克托矿山地震中出现了最大的滑移区域,据计算库仑应力增加了0.5-1.5巴。通常,在库仑应力降低的地方滑移更为有限,尽管在计算出最大的应力下降处存在一些滑移。有趣的是,1992年之后,许多较小的地震在1999年的赫克托矿震中​​或附近发生了成核,但直到1999年,事件才扩展为M = 7.1地震。 [参考:19]

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