Article ID Journal Published Year Pages File Type
8915917 Engineering Geology 2018 30 Pages PDF
Abstract
No difference in peak strength between P- and S-specimens and the different stress paths was found. Nevertheless, it was shown that the state of failure is affected by the transversal isotropy as S-specimens fail at lower effective stresses compared to P-specimens.
Keywords
Related Topics
Physical Sciences and Engineering Earth and Planetary Sciences Geotechnical Engineering and Engineering Geology
Preview
Experimental study of the hydro-mechanical response of Opalinus Clay - Part 2: Influence of the stress path on the pore pressure response
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