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匀变速扩展的圆盘形断层的远场辐射理论(一)
引用本文:谷继成,李爽. 匀变速扩展的圆盘形断层的远场辐射理论(一)[J]. 地球物理学报, 1982, 25(1): 20-33
作者姓名:谷继成  李爽
作者单位:国家地震局地球物理研究所
摘    要:本文研究了由匀变速扩展的圆盘形断层所辐射的远场位移。通过Jacobi椭圆函数和Legendre范式的第一、第二、第三种非完全椭圆积分等特殊函数,给出了该问题的普遍形式的闭合解析解。 本文所讨论的问题是普遍情形。与已往工作比较具有以下不同之处: 1.设破裂速度为V(t) V(t)=V0+at (a=常数)其中V0是初始破裂速度,V0=0即初速度为零的特殊情形;a是破裂加速度;a>0、a=0及a<0分别对应于加速破裂、匀速破裂及减速破裂的特殊情形。 2.破裂是从半径R1开始的。即可以有初始裂纹存在。从而扩展的瞬时半径ζ(t)为 ζ(t)=R1+V0t+1/2at2.R1=0,相应于从中心开始扩展的情形。 3.震源函数假设具有下述形式: S(ζ,t)=D0[1-(ζ/R2n]g(t). (n=0,1,2,……)其中,D0是圆盘中心最终错距,R2是最终破裂半径,g(t)是震源时间函数。n=0时得到震源空间函数为均匀分布情形。n=2时得到该裂纹问题静态解的一级近似的情形。 最后,作为例子,给出了整个破裂过程(起始-加速-匀速-减速-停止)所引起的远场位移公式。 本文第一部分只讨论R1=0,n=0的情形,其他内容将在第二部分中讨论。

关 键 词:匀变速  远场辐射  圆盘形  取值范围  破裂速度  四次方程  完全椭圆积分  场位移  位错理论  源函数  
收稿时间:1981-02-06

FAR-FIELD THEORY RADIATED FROM A CIRCULAR DISLOCATION EXPANDING WITH UNIFORMLY VARYING VELOCITY Part (Ⅰ)
CU JI-OHENG,LI SHUANG. FAR-FIELD THEORY RADIATED FROM A CIRCULAR DISLOCATION EXPANDING WITH UNIFORMLY VARYING VELOCITY Part (Ⅰ)[J]. Chinese Journal of Geophysics, 1982, 25(1): 20-33
Authors:CU JI-OHENG  LI SHUANG
Affiliation:Institute of Geophysics, State Seismological Bureau
Abstract:The far-field displacements radiated from a circular dislocation expanding with uniformly varying velocity are studied in this paper. A closed analytical solution to the general form of this problem is obtained. The problems discussed in this paper are general and differ from previous works as follows:1. Assume that the rupture velocity V(t) is given by V(t)=V0+αt (α=constant) where V0 is the initial rupture velocity, and a is the rupture acceleration.2. Cracking starts from an initial radius of R1 which means that a preexisting crack is allowed. The instantaneous radius ξ(t) is ξ(t) = R1+V0t+1/2αt2. R1= 0 corresponds to the case when cracking initiates from the centre.3. The source function is assumed to take the formwhere D0 is the final dislocation at the centre, R2 is the final fracture radius, and g(t) is the source time function, n = 0 corresponds to a source function that is uniform spatially, whereas n = 2 corresponds to the first order approximation of the static crack problem.Lastly, an example is given for the expression of the far-field displacements due to a complete fracture process (initiation-acceleration-constant velocity-deceleration-arrest).This paper is divided into two parts. In the first part, only the case R1=0 and n=0 is discussed. All other cases are included in the second part.
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