Consolidation Supplemental Figures

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University of California, Davis *

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281A

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Anthropology

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Oct 30, 2023

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pdf

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9

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ECI-281A Advanced Soil Mechanics Supplemental figures for consolidation of clays.
Effect of age on apparent preconsolidation stress (Mitchell and Soga 2005)
Effect of load increment duration or deformation rate on consolidation curves (from Mitchell and Soga 2005)
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Secondary compression coefficients (Mitchell and Soga 2005)
Secondary compression coefficients (Mitchell and Soga 2005)
Skempton-Bjerrum (1957) correction for 3D effects on consolidation settlements: Elastic solution separating immediate (undrained) from subsequent consolidation settlement due to drainage: r c,3D = m r c,1D m = A + a (1-A) Worked better for estimating total settlements as: r Total = r i + r c,3D
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Poulos (2000): Total (S TF ), oedometer (S oed ), and immediate (S i ) settlements [Notation equivalents: r c,1D = S oed ; r Total = S TF ; r i = S i ]
Poulos (2000): Total (S TF ), oedometer (S oed ), and immediate (S i ) settlements
Charts for Terzaghi's 1D rate of consolidation solution (from Holtz & Kovacs' textbook):
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