6533b7cefe1ef96bd1257a00

RESEARCH PRODUCT

The Residual Shear Strength of the Shaly and Sandy Facies of the Opalinus Clay

Maurizio ZiccarelliSilvio B. GigerMarco RosoneAlessio Ferrari

subject

Settore ICAR/07 - GeotecnicaEffective stress0211 other engineering and technologies02 engineering and technologyGeotechnical Engineering and Engineering Geology010502 geochemistry & geophysics01 natural sciencesResidual strengthShear (geology)Mechanics of MaterialsResidual shear strengthFaciesParticle-size distributionGeotechnical engineeringGeology021101 geological & geomatics engineering0105 earth and related environmental sciences

description

The paper presents a comprehensive laboratory campaign carried out with the aim to asses the residual strength of the Opalinus Clay. Ring shear tests with vertical effective stress up to 1 MPa were performed on remoulded samples of two different facies of the Opalinus Clay. Test results show that the «Shaly» facies is characterized by a low range of variation of residual strength while the strength of the «Sandy» facies is very sensitive to the variation of grain size distribution. Microstructural analyses (SEM) suggest that the difference in the observed mechanical behavior of the two facies can be related to different particles arrangements along the shear surfaces.

yearjournalcountryeditionlanguage
2018-08-24
https://doi.org/10.1007/978-3-319-99670-7_53