Journal of Civil Engineering and Management (Feb 2001)

Determination of the coefficient of secondary compression on reconstituted sand bed/Smėlinio pagrindo antrinės deformacijos koeficiento nustatymas

  • Josifas Parasonis,
  • Linas Gabrielaitis

DOI
https://doi.org/10.3846/13921525.2001.10531697
Journal volume & issue
Vol. 7, no. 1

Abstract

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Experimental results on reconstituted sand bed are described to define the coefficient of secondary compression in sand. Two samples of Ticino sand were reconstituted at two different relative densities (DR ≅ 40 and 85%). The observed settlements have been compared to those inferred from a conventional computation Schmertmann method. This method provides an excellent provision of the primary settlement occurring in freshly deposited Ticino sand. The coefficient of secondary compression C αε was determined from the data of experimental results. Using the correlations regression analysis, dependences of C αε calculation are suggested. And equations (3) for low-density sand and (5) for high-density sand have been obtained. Equation (7) determines a common case. Equations (3), (5) and (7) were approbated by comparison of computed and observed [10] secondary settlements. First Published Online: 30 Jul 2012

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