A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Lime-stabilized soil properties and beam action hypothesis
Stabilizing effects of hydrated lime and chemical additives on Texas montmorillonitic clayey soil were studied and measured by means of compressive strength, durability, consistency, consolidation and permeability tests; modulus of elasticity of lime-established soil was determined and compared with that of same soil stabilized with cement; hypothesis was advanced to calculate deflection and stresses in stabilized soil layer, wherever such layer is used as pavement component.
Lime-stabilized soil properties and beam action hypothesis
Stabilizing effects of hydrated lime and chemical additives on Texas montmorillonitic clayey soil were studied and measured by means of compressive strength, durability, consistency, consolidation and permeability tests; modulus of elasticity of lime-established soil was determined and compared with that of same soil stabilized with cement; hypothesis was advanced to calculate deflection and stresses in stabilized soil layer, wherever such layer is used as pavement component.
Lime-stabilized soil properties and beam action hypothesis
Nat Research Council -- Highway Research Board -- Research Rec
Laguros, J.G. (author)
1965
9 pages
Article (Journal)
English
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