2001
DOI: 10.1002/nag.172
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Deformations caused by the movements of shear and tensile faults

Abstract: SUMMARYEarlier solutions of deformations resulting from the movements of shear and tensile faults in a half space (Bull. Seismol. Soc. Amer. 1985; 75:1135, 1992 82:1018) have been revised in view of cross-anisotropic stress}strain relationships. The dislocation theory (Canad. J. Phys. 1958; 36:192) is reviewed and the displacement "eld due to a concentrated force in an anisotropic half space is solved analytically for developing the current research. A fault is simulated as a point source of strain nuclei in … Show more

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Cited by 3 publications
(4 citation statements)
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“…It was first introduced by Mindlin [16], and then successfully used to solve a geophysical problem by Steketee [21]. More recently, Sheu [22] performed a comparable calculation in the anisotropic case: the calculations become then quite involved and certainly intractable without the use of a computer system. We have not found in the literature a Green's function that satisfies all conditions ( 14)- (17).…”
Section: H(x Y)[u(y)] Dm(y)mentioning
confidence: 99%
See 1 more Smart Citation
“…It was first introduced by Mindlin [16], and then successfully used to solve a geophysical problem by Steketee [21]. More recently, Sheu [22] performed a comparable calculation in the anisotropic case: the calculations become then quite involved and certainly intractable without the use of a computer system. We have not found in the literature a Green's function that satisfies all conditions ( 14)- (17).…”
Section: H(x Y)[u(y)] Dm(y)mentioning
confidence: 99%
“…, t = αt , it is clear that the coordinates of (n, t) will satisfy equations (22), and so will the coordinates of the other pairs (−n, −t), t |t| , n|t| and − t |t| , −n|t| . Finally we show that these are the only four solutions.…”
Section: Symmetries Of the Asymptotic Formulamentioning
confidence: 99%
“…We are interested in this paper in elastic displacement fields in the half space x 3 < 0, denoted by R 3− , that are traction free on the surface x 3 = 0, satisfy some discontinuity condition across a bounded surface Γ in R 3− , and decay at infinity while having finite energy. Such displacement fields u can be expressed as integrals on Γ involving Green's tensor M which satisfies μΔM + (λ + μ)∇div M = −I 3 δ y in R 3− , (7) T e3 M = 0 on the surface x 3 = 0, (8) M decays at infinity and R 3− \B(y, 1) σ(M (x, y)) : (M (x, y))dx < ∞. (9) Mindlin was the first to compute a tensor of this type; see [4].…”
Section: Introductionmentioning
confidence: 99%
“…(9) Mindlin was the first to compute a tensor of this type; see [4]. Sheu performed an analogous computation in the anisotropic case; see [7]. In that same paper he was able to reconstruct displacement fields produced by the 1999 Jiji, Taiwan earthquake using his new Green's tensor.…”
Section: Introductionmentioning
confidence: 99%