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Effect of Earth Models on Coulomb Stress Change Caused by Surface Load

机译:地球模型对表面负荷引起的库仑应力变化的影响

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Based on the elastic spherical Earth models, this study presents the radial Love numbers and Green's functions of the surface load problem, then evaluates the effect of different Earth models on the Coulomb stress changes due to elastic deformation by surface load. First of all, the radial load Love numbers are introduced and verified by comparing them with the results of an analytical method. Second, the formulae of the radial Green's functions of the internal displacements and strain tensors are obtained by summing the Love numbers. The results are compared with Green's function of half-space to verify the correctness. Then, the stress tensors are obtained by the constitutive relation. Finally, the Coulomb stress changes due to elastic deformation around the Wenchuan Mw7.9 earthquake by the impoundment load of the Zipingpu reservoir are calculated based on five Earth models. The results show that the elastic deformations caused by the impoundment load do not increase the seismicity rate in the study area. At the epicenter of the great event, the maximum effect due to the Earth models is about 38%. The stratification of the Earth is the main effect factor on the Coulomb stress change, and it should not be ignored in actual studies. The biggest difference of Coulomb stress changes based on the different stratified Earth models is close to 15%, which also cannot be ignored.
机译:基于弹性球形地球模型,本文给出了表面载荷问题的径向洛夫数和格林函数,然后评估了不同地球模型对表面载荷引起的弹性变形引起的库仑应力变化的影响。首先,引入了径向载荷Love数,并将其与分析方法的结果进行了比较,验证了其正确性。其次,通过对洛夫数求和,得到了内位移和应变张量的径向格林函数公式。将计算结果与半空间格林函数进行了比较,验证了计算结果的正确性。然后,通过本构关系得到应力张量。最后,由于汶川Mw7周围的弹性变形,库仑应力发生了变化。根据五个地球模型计算了紫坪铺水库蓄水荷载引起的9级地震。结果表明,蓄水荷载引起的弹性变形不会增加研究区的地震活动率。在大地震的震中,地球模型的最大影响约为38%。地球分层是影响库仑应力变化的主要因素,在实际研究中不应忽视。基于不同的分层地球模型,库仑应力变化的最大差异接近15%,这也是不可忽视的。

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