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Bulletin of Engineering Geology and the Environment

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01.08.2015 | Original Paper

Stress–strain behaviour of the sediments in the tertiary basins associated with the Alentejo–Plasencia fault in the province of Caceres (Spain)

verfasst von: F. Escolano Sánchez, M. Bueno Aguado

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 3/2015

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Abstract

An analysis of the geotechnical information obtained from a large number of field tests (pressuremeter) and laboratory tests (identification, state, and mechanics) on the clay deposits in the small tertiary basins associated with the Alentejo–Plasencia fault in the province of Caceres (Spain) has made it possible to classify them and predict their response to different levels of stress and strain. This geotechnical classification process must consider an appropriate model of constitution. The present article is based on the use of the Hardening Soil Model to facilitate predictions of the stress–strain behaviour of these tertiary clay deposits.

Vorheriger Artikel Depositional environment and geotechnical properties of Shanghai clay: a comparison with Ariake and Bangkok clays

Nächster Artikel Prediction of the unconfined compressive strength of soft rocks: a PSO-based ANN approach

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Titel: Stress–strain behaviour of the sediments in the tertiary basins associated with the Alentejo–Plasencia fault in the province of Caceres (Spain)
verfasst von: F. Escolano Sánchez
M. Bueno Aguado
Publikationsdatum: 01.08.2015
Verlag: Springer Berlin Heidelberg
Erschienen in: Bulletin of Engineering Geology and the Environment / Ausgabe 3/2015
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI: https://doi.org/10.1007/s10064-014-0676-7

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