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10 APPENDIX A-2 Constitutive Models General Constitutive models (CMs) 1 are an integral part of every site response analysis software, including nonlinear effective-stress site response analysis software.
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11 8 MKZ Developed by Matasovic (1993) ; published as Matasovic and Vucetic (1993)
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12 After applying the screening criteria presented in Table A-2 to the list of reviewed models listed in Table A-1, a set of candidate models has been identified. This reduced set is presented in greater detail in Table A-3.
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13 Other CMs used in this Study Because case histories evaluated in this study included soils other than saturated silty sands, other CMs were used in this study as well. These models include the S-I (see Section 3.2)
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14 The UCSDCLAY (Elgamal et al.
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15 Boulanger, R
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16 Taiebat, M and Dafalias, Y
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