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Shear strength of coarse fragmental materials
Investigations were performed in laboratory in shear apparatus and triaxial apparatus with soils having fractions up to 50 mm in size, and in field with soils having fractions up to 200 mm in size on large-scale shear apparatus; experiments were aimed both at finding design angle of internal friction and basic factors affecting its magnitude (compaction of soils, coarseness, roughness of particle surface, strength of particles, etc) and at determining possibility of controlling shear properties of natural soil granulometric composition by forming special model mixes.
Shear strength of coarse fragmental materials
Investigations were performed in laboratory in shear apparatus and triaxial apparatus with soils having fractions up to 50 mm in size, and in field with soils having fractions up to 200 mm in size on large-scale shear apparatus; experiments were aimed both at finding design angle of internal friction and basic factors affecting its magnitude (compaction of soils, coarseness, roughness of particle surface, strength of particles, etc) and at determining possibility of controlling shear properties of natural soil granulometric composition by forming special model mixes.
Shear strength of coarse fragmental materials
Geotechnical Conference -- Shear Strength Properties Natural Soils Rocks -- Proc
Nichiporovitch, A.A. (author) / Rasskazov, L.N. (author)
Proceedings of Geotechnical Conference -- Shear Strength Properties of Natural Soils and Rocks ; 1967 ; Norway , Oslo
1967
5 pages
Conference paper
English
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Shear strength of coarse fragmental soils
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