This paper presents a comprehensive methodology for analysing the compression and consolidation behaviour of shales. An apparatus was designed to perform oedometric high-pressure tests by applying a maximum vertical total stress of 100Â MPa and simultaneously controlling the pore water pressure of the specimen. An analytical method was formulated to analyse the shale consolidation behaviour, which allows information to be gathered on the coefficient of consolidation, stiffness, poroelastic properties, secondary compression and permeability of the tested material as a function of the applied stress conditions. Results obtained on Opalinus Clay shale using the developed methodology are presented and discussed.
|Numero di pagine||15|
|Rivista||INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES|
|Stato di pubblicazione||Published - 2016|
All Science Journal Classification (ASJC) codes
- Geotechnical Engineering and Engineering Geology