Secondary Compression

  • Mesri G
  • Vardhanabhuti B
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Abstract

A large volume of reliable measurements of one-dimensional settlement, observed in the laboratory and in the field for a wide variety of natural soil deposits, demonstrate that during secondary compression ΔS/ Δ log t may remain constant, decrease, or increase over a significant period of time. This important body of observed data and associated explanations in terms of the C α /C c law of compressibility have been apparently overlooked in attempts to describe secondary compression by means of mathematical formulas. Data are presented to illustrate the limitations of "first-order rate equations" to describe secondary settlement. © ASCE.

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Mesri, G., & Vardhanabhuti, B. (2005). Secondary Compression. Journal of Geotechnical and Geoenvironmental Engineering, 131(3), 398–401. https://doi.org/10.1061/(asce)1090-0241(2005)131:3(398)

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