A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Experimental Studies of Cohesionless Subsoil Dilatancy Under Conditions of Triaxial Compression
Based on the results of triaxial tests for sands of various particle-size distribution, a statistical assessment of the dependence of Reynolds dilatancy on the parameters of density and stress state was carried out. An improved model, which takes into account the dependence of the dilatancy angle on the current and residual void ratios and the effective stress level, is proposed. Recommendations are given on the use of research results in the practice of geotechnical calculations.
Experimental Studies of Cohesionless Subsoil Dilatancy Under Conditions of Triaxial Compression
Based on the results of triaxial tests for sands of various particle-size distribution, a statistical assessment of the dependence of Reynolds dilatancy on the parameters of density and stress state was carried out. An improved model, which takes into account the dependence of the dilatancy angle on the current and residual void ratios and the effective stress level, is proposed. Recommendations are given on the use of research results in the practice of geotechnical calculations.
Experimental Studies of Cohesionless Subsoil Dilatancy Under Conditions of Triaxial Compression
Soil Mech Found Eng
Sharafutdinov, R. F. (author) / Isaev, O. N. (author) / Morozov, V. S. (author)
Soil Mechanics and Foundation Engineering ; 57 ; 465-472
2021-01-01
8 pages
Article (Journal)
Electronic Resource
English
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