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3-D rheologic model of earthquake preparation (II): Strain field and its applications
作者姓名:宋治平  尹祥础  梅世蓉
作者单位:Earthquake Administration of Shanghai,Shanghai 200062,China,Center for Analysis and Prediction,China Earthquake Administration,Beijing 100036,China,Center for Analysis and Prediction,China Earthquake Administration,Beijing 100036,China
基金项目:Chinese Joint Seismological Science Foundation (101105).
摘    要:Introduction Based on the elastic theory of the hard inclusion (Dobrovolskii, 1991), we developed an inclusion theory of rheologic medium, and applied the results of bulk-strain field of a rheologic inclusion model to explain the spatial-temporal evolution process of earthquake precursors (SONG, et al, 2000). In the former paper (SONG, et al, 2003), we derived the viscoelastic displacement field of the rheologic inclusion model on the basis of the analytic expression of displacement field o…

收稿时间:14 January 2002
修稿时间:21 April 2003

3-D rheologic model of earthquake preparation (II): Strain field and its applications
Song Zhi-Ping, Yin Xiang-Chu and Mei Shi-Rong.3-D rheologic model of earthquake preparation (II): Strain field and its applications[J].Acta Seismologica Sinica(English Edition),2004,17(2):131-143.
Authors:Song Zhi-Ping  Yin Xiang-Chu and Mei Shi-Rong
Institution:(1) Earthquake Administration of Shanghai, 200062 Shanghai, China;(2) Center for Analysis and Prediction, China Earthquake Administration, 100036 Beijing, China
Abstract:On the basis of the three-dimensional elastic inclusion model, the analytic expression of viscoelastic strain field is derived, i.e., the analytic expression of viscoelastic strain at an arbitrary point (x, y, z) in x-axis, y-axis and z-axis produced by three-dimension inclusion in the semi-infinite rheologic medium defined by the standard linear rheologic model, namely the normal strains exx(r, t), eyy(r, t) and ezz(r, t), the shear strains exy(r, t) and eyx(r, t), eyz(r, t) and ezy(r, t), exz(r, t) and ezx(r, t), and the bulk-strain q (r, t). By computing the spatial-temporal variation of bulk strain on the ground produced by a spherical rheologic inclusion in a semi-infinite rheologic medium, we obtained some significant results that the bulk-strain variation with time produced by a hard inclusion has three stages (a, b, g) with different characteristics, which are similar to those of most geodetic deformation curves, but not the case for those by a soft inclusion. It is meaningful that these theoretical results have been applied to explain preliminarily the characteristics of stage variation of spatial-temporal evolution, the pattern and quadrant distribution of earthquake precursors, the changeability, spontaneity and complexity of short-term and imminent-term precursors. It offers a theoretical base to found the physical model of earthquake precursors and a reference to predict physically the earthquakes.
Keywords:elastic inclusion theory  rheology inclusion theory  strain field  analytical solution for viscoelastic problem  earthquake precursor
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