A platform for research: civil engineering, architecture and urbanism
Determination of the coefficient of secondary compression on reconstituted sand bed/Smėlinio pagrindo antrinės deformacijos koeficiento nustatymas
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
Determination of the coefficient of secondary compression on reconstituted sand bed/Smėlinio pagrindo antrinės deformacijos koeficiento nustatymas
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
Determination of the coefficient of secondary compression on reconstituted sand bed/Smėlinio pagrindo antrinės deformacijos koeficiento nustatymas
Josifas Parasonis (author) / Linas Gabrielaitis (author)
2001
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
K0-Compression of Reconstituted Loess and Sand with Stress Perturbations
Online Contents | 1995
|K~0-Compression of Reconstituted Loess and Sand with Stress Perturbations
British Library Online Contents | 1995
|Changing law of permeability coefficient during compression for reconstituted sandy clays
Taylor & Francis Verlag | 2024
|Liquefaction Potential of Reconstituted Syncrude Sand
British Library Conference Proceedings | 1995
|