Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Behavior of granular materials under high stresses
Triaxial tests at mean normal stresses up to 1200 kg/sq cm on medium grained, uniform quartz sand show that nature of sand deformation varies with pressure; as mean normal stress increases, crushing becomes more pronounced and dilatancy effects gradually disappear; beyond breakdown pressure, at which all effects of initial void ratio disappear, sand behaves as linearly deformable solid with modulus of deformation proportional to mean normal stress; strength envelopes in this range are all curved and depend on initial void ratio of sand.
Behavior of granular materials under high stresses
Triaxial tests at mean normal stresses up to 1200 kg/sq cm on medium grained, uniform quartz sand show that nature of sand deformation varies with pressure; as mean normal stress increases, crushing becomes more pronounced and dilatancy effects gradually disappear; beyond breakdown pressure, at which all effects of initial void ratio disappear, sand behaves as linearly deformable solid with modulus of deformation proportional to mean normal stress; strength envelopes in this range are all curved and depend on initial void ratio of sand.
Behavior of granular materials under high stresses
ASCE -- Proc (J Soil Mechanics Foundation Div)
Vesic, A.S. (Autor:in) / Clough, G.W. (Autor:in)
1968
28 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Stresses Within Granular Materials Contained Between Vertical Walls
| Online Contents | 2013
Stresses Within Granular Materials Contained Between Vertical Walls
| Springer Verlag | 2013
Stresses Within Granular Materials Contained Between Vertical Walls
| Springer Verlag | 2012