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- W630377781 abstract "Laboratory techniques utilizing modern experimental apparatuses, such as the directional shear cell, have become an important feature in investigating issues related to stress induced anisotropy, rotating principal stress directions, and changes in principal stress magnitudes in soil. This paper describes the operation of a newly developed directional shear cell that can simulate such states and typical experimental results obtained thereof. It is clearly demonstrated that stiffness moduli for both cohesive and cohesionless soils are significantly influenced by discrete and continuously changing principal stress directions and magnitudes. It is observed that very few constitutive models can capture such events and new models should be validated based on experimental evidence obtained in modern apparatuses. For the covering abstract of the conference see IRRD 287689. (Author/TRRL)" @default.
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- W630377781 date "1985-01-01" @default.
- W630377781 modified "2023-09-27" @default.
- W630377781 title "DEVELOPMENT AND APPLICATION OF A DIRECTIONAL SHEAR CELL. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985" @default.
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