1998
DOI: 10.1007/pl00001489
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A uniqueness theorem in Biot's poroelasticity theory

Abstract: The uniqueness is investigated in a solution of the initial-mixed boundary value problems defined by the generally accepted poroelastic equations presented by Biot. The solution is shown to be unique under some boundary and initial conditions, without imposing the positive definiteness conditions of material elasticities. A theorem of uniqueness is devised on the basis of the logarithmic convexity argument.Mathematics Subject Classification (1991). 73C15, 35A05.

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Cited by 18 publications
(2 citation statements)
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“…as |x| → ∞, z ∈ (−h, ∞) and for ∀ t ≥ 0. The uniqueness of solution to the initial boundary value problem posed by (2.1)-( 2.3) and the consistent boundary and regularity conditions (3.1), (3.11) and (3.12) and the initial conditions (3.10) can be assured by the general proof of uniqueness of solution to the linear poroelasticity problem [42] and the general proof of uniqueness to the problem in classical elasticity [43,44], which is applicable to poroelastic media both at t = 0 and t → ∞.…”
Section: Initial Boundary Value Problem Related To An Internally Located Injection Zonementioning
confidence: 98%
“…as |x| → ∞, z ∈ (−h, ∞) and for ∀ t ≥ 0. The uniqueness of solution to the initial boundary value problem posed by (2.1)-( 2.3) and the consistent boundary and regularity conditions (3.1), (3.11) and (3.12) and the initial conditions (3.10) can be assured by the general proof of uniqueness of solution to the linear poroelasticity problem [42] and the general proof of uniqueness to the problem in classical elasticity [43,44], which is applicable to poroelastic media both at t = 0 and t → ∞.…”
Section: Initial Boundary Value Problem Related To An Internally Located Injection Zonementioning
confidence: 98%
“…The systems of partial differential equations governing quasi-static poroelasticity are of the elliptic-parabolic type. The availability of a uniqueness of theorem (Altay and Dokmeci [28]) ensures that the poroelasticity problem is well-posed in a Hadamard sense.…”
Section: Key Engineering Materials Vols 251-252 365mentioning
confidence: 99%