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Cyclic Testing on Low-Density Chalk

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

Abstract

A short series of cyclic triaxial tests has been carried out on chalk samples from the English Channel. The specimens are installed with a minimum of handling. The state of specimens after the cyclic testing ranged between no apparent changes to the structure (no degradation) and total loss of structure (degradation); whereas pronounced failure planes were observed in some of the specimens. The current article summarizes details of geological description and handling of the tested specimens in respect to the failure mode of the chalk.

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References

  • Coyne DL, Rattley M, Houlston P, Alobaidi I, Benson A, Russel C (2015) Cyclic laboratory testing of chalk to improve the reliability of piled foundation design. In: Meyer V (ed) Frontiers in Offshore Geotechnics III. Taylor and Francis Group, London, pp 1185–1190

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  • Katić N, Christensen HF: Investigation of soft carbonate rocks in small and large scales: an overview of laboratory and field test methods. In: Proceedings of the 15th International Symposium on Engineering Geology and Geotechnics (2016, in print)

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  • Lord JA, Clayton CRI, Mortimore RN: Engineering in Chalk. CIRIA Publication C574, CIRIA, London (2002)

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Correspondence to Svend Pilgaard Larsen .

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Larsen, S.P., Katić, N., Trads, N. (2017). Cyclic Testing on Low-Density Chalk. In: Ferrari, A., Laloui, L. (eds) Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS). ATMSS 2017. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-319-52773-4_42

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  • DOI: https://doi.org/10.1007/978-3-319-52773-4_42

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-319-52772-7

  • Online ISBN: 978-3-319-52773-4

  • eBook Packages: EngineeringEngineering (R0)

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