First experimental results on Opalinus Clay from shallow depth (<30 m depth) are presented and compared to results on cores from Mont Terri Underground Rock Laboratory (*300 m depth). Samples were tested in one dimensional condition using an advanced experimental technique. The samples from the two sites show similar properties in terms of geotechnical characterization and one dimensional compressibility/swelling indexes, despite the different source depths.

Crisci, E., Ferrari, A., Giger, S., Laloui, L. (2017). One dimensional consolidation of Opalinus Clay from shallow depth. In Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS) (pp. 338-344) [10.1007/978-3-319-52773-4_39].

One dimensional consolidation of Opalinus Clay from shallow depth

Ferrari, A.;
2017-01-01

Abstract

First experimental results on Opalinus Clay from shallow depth (<30 m depth) are presented and compared to results on cores from Mont Terri Underground Rock Laboratory (*300 m depth). Samples were tested in one dimensional condition using an advanced experimental technique. The samples from the two sites show similar properties in terms of geotechnical characterization and one dimensional compressibility/swelling indexes, despite the different source depths.
2017
Crisci, E., Ferrari, A., Giger, S., Laloui, L. (2017). One dimensional consolidation of Opalinus Clay from shallow depth. In Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS) (pp. 338-344) [10.1007/978-3-319-52773-4_39].
File in questo prodotto:
File Dimensione Formato  
One dimensional consolidation of Opalinus Clay.pdf

Solo gestori archvio

Dimensione 2.55 MB
Formato Adobe PDF
2.55 MB Adobe PDF   Visualizza/Apri   Richiedi una copia

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/10447/263627
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 3
  • ???jsp.display-item.citation.isi??? 3
social impact