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Original Articles

Effective poroelastic properties of N-layered composite sphere assemblage: An application to oolitic limestone

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Pages 1561-1579 | Received 29 Mar 2022, Accepted 01 Jun 2022, Published online: 20 Jun 2022
 

Abstract

This article derives the effective poroelastic properties of N-layered composite assemblage. The derivation is based on the Hashin composite sphere assemblage (CSA) model and the linear elastic solution of n-layer coated inclusion-reinforced materials proposed by Hervé and Zaoui. The contribution of this study consists in the consideration of the poromechanical coupling to derive not only the bulk and shear drained moduli but also the Biot coefficient and the solid Biot modulus. The theoretical solutions are used for studying the oolitic limestone from Bourgogne (France), in which the microstructure exhibits generally an assemblage of oolite grains surrounded by a matrix. They are linked via interphase where most of the macropores locate. A two-step homogenisation scheme is proposed. The first step consists in upscaling the mesoscopic poroelastic properties of each porous phase by using the differential self-consistent scheme. In the second step, the three different porous constituents (oolite, ITZ and matrix) are homogenised using the CSA model. Results are validated against the data collected from the open literature.

Appendix. Poroelastic properties resulted from the four-phase CSA model

A1. Bulk modulus k4ph

(A1) k4ph=k33k3+4μ33f1ω1+f2ω2(f1+f1)(f1ω3+f2ω4) (A1)

with (A2) ω1=3k1+4μ33k1+4μ2 ω2=3k2+4μ33k2+4μ2 ω3=k1k33k1+4μ2 ω4=3k2k33k2+4μ2(A2)

A2. Shear modulus μ4ph

The overall shear modulus μ4ph is the root of the following equation: (A3) |a11a12a13a14a15a16000000a21a22a23a24a25a26000000a31a32a33a34a35a36000000a41a42a43a44a45a4600000000a53a54a55a56a57a58a59a5100000a63a64a65a66a67a68a69a6100000a73a64a75a76a77a78a79a7100000a83a84a85a86a87a88a89a81000000000a97a98a99a910a911a912000000a107a108a109a1010a1011a1012000000a117a118a119a1110a1111a1112000000a127a128a129a1210a1211a1212|=0(A3) in which, μ4ph is only appear in 4 components a31, a32; a41 and a42: (A4) a31=38a32=4a41=a42=μ4phμ3(A4) Other components of the matrix in EquationEquation (A3) depends only on properties of three phases: (58) a11=1 a21=1 a31=μeΔphμ3 a41=μeΔph4μ3a12=23 a22=1 a32=8μeΔph3μ3 a42=μeΔphμ3a13=237(6v3) a23=1 a33=7+2v3(6v3) a43=18a14=1 a24=1 a34=1a44=14a15=1+3(54v3) a25=1 a35=2+2v3(4v35) a45=v358v310a16=23 a26=1 a36=83 a46=1a97=f12/3(74v2)6v2 a107=f17/3 a177=f12/3(7+2v2)6v2 a127=f12/32(A.18)a98=1 a108=f15/3 a118=1 a128=1a99=24v2f1(54v2) a109=f12/3 a119=2+2v2f1(54v2) a129=2v210f1(54v2)a910=23f153 a1010=1 a1110=83f153 a1210=4f15/3a911=f123(74v1)6v1 a1011=f173 a1111=f123(7+2v1)6v1μ1μ2 a1211=f12/32μ1μ2a912=1 a1012=f153 a1112=μ1μ2 a1212=μ1μ2a53=(f1+f2)7/3(74ν3)4ν3 a63=(f1+f2)7/3a53=(f1+f2)7/3(74ν3)4ν3 a63=(f1+f2)7/3a54=32(f1+f2)5/3 a64=(f1+f2)5/3a55=3(f1+f2)2/3(2ν31)(4ν35) a65=(f1+f2)2/3a56=1 a66=1a57=(f1+f2)7/3(7+4ν2)4ν2 a67=(f1+f2)7/3a58=32(f1+f2)53 a68=(f1+f2)5/3a59=3(f1+f2)23(2ν21)(4ν25) a69=(f1+f2)2/3a510=1 a610=1a73=(f1+f2)7/3(7+2ν3)16ν3  a83=18(f1+f2)7/3a74=38(f1+f2)5/3 a84=14(f1+f2)5/3a75=3(f1+f2)23(ν3+1)4(4ν35) a85=(f1+f2)2/3(ν35)(108ν3)a76=1 a86=1a77=(f1+f2)73(7+2ν2)16ν2 a87=18(f1+f2)7/3μ2μ3a78=38(f1+f2)53μ2μ3 a88=14(f1+f2)5/3μ2μ3a79=3(f1+f2)2/3(ν2+1)4(4ν25) a89=(f1+f2)2/3(ν25)(108ν3)μ2μ3a710=μ2μ3 a810=μ2μ3(58)

A3. Biot coefficient b4ph

(A5)  b4ph =b3+ (3k3+4μ3)(f1+f2)(b2b3)(4μ2(f1+f2)+3Γ12)f1((b2b1)(3k2+4μ2))9(f1+f2)f3k1k2+12μ2Γ21f3+(3k3(f1+f2)+4μ3)(3Γ12+4μ2(f1+f2))(A5)

where (A6) f3=1f1f2Γ12=f1k2+f2k1 Γ21=f1k1+f2k2(A6)

A4. Biot modulus of solid skeleton N4ph

(A7) 1N4ph=i=13fi1Ni+NNhomDNhom(A7)

with (A8) NNhom=3((b2b3)2f3(f1+f2)2(3k1+4μ2)+(b1b2)2f12((f1+f2)(3k3+4μ2)4μ2+4μ3)f1(f1+f2)(3b32f3(k2k1)2b1b3f3(k2k1)2b1b3f3(3k2+4μ2)+b12(3f3k2+3(f1+f2)k3+4μ3)+b22((f1+f2)(3k3+8μ2)+4μ33f3k18μ2)2b2(b1((f1+f2)(3k3+4μ2)4μ2+4μ3)b3f3(3k1+4μ2))))(A8)

and (A9) DNhom=9(f1+f2)(f3k1k2+T12k3)12(f3T21+(f1+f2)2k3)μ24(3T12+4(f1+f2)μ2)μ3(A9)

Additional information

Funding

This research was funded by National Foundation for Science and Technology Development (NAFOSTED), Vietnam under grant number 107.01-2017.307.

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