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Effect of Loading and Suction History on Time Dependent Deformation of Crushed Granular Aggregates

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Part of the book series: Springer Series in Geomechanics and Geoengineering ((SSGG))

Abstract

The paper presents the results of an experimental investigation aimed at evaluating the time-dependent compressibility of a coarse crushed quartzitic slate, focusing on the effects of the previous loading and hydraulic history. Long-term and large diameter compression tests under oedometer conditions were performed at different relative humidity (total suctions) and vertical stresses but following different loading and hydraulic paths. A finding is that pre-compressing at increasing overconsolidation ratios or pre-soaking the crushed material at constant and elevated stresses leads to the progressive vanishing of long-term deformations.

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References

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Correspondence to Enrique Romero .

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© 2013 Springer-Verlag Berlin Heidelberg

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Romero, E., Alvarado, C., Alonso, E.E. (2013). Effect of Loading and Suction History on Time Dependent Deformation of Crushed Granular Aggregates. In: Laloui, L., Ferrari, A. (eds) Multiphysical Testing of Soils and Shales. Springer Series in Geomechanics and Geoengineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-32492-5_9

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  • DOI: https://doi.org/10.1007/978-3-642-32492-5_9

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-32491-8

  • Online ISBN: 978-3-642-32492-5

  • eBook Packages: EngineeringEngineering (R0)

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