Key parameters for the strength control of lime stabilized soils

Journal of Materials in Civil Engineering

Volumn 21, Issue 5, 2009, Pages 210-216

  Consoli, Nilo Cesar ^a   da Silva Lopes, Luizmar ^a   Heineck, Karla Salvagni ^a  

^a FEDERAL UNIVERSITY OF RIO GRANDE DO SUL   (Brazil)

Author keywords

Compacted soils; Compression tests; Lime; Soil stabilization

Indexed keywords

ADDITION OF LIMES; COMPACTED FILLS; COMPACTED MIXTURES; COMPACTED SOILS; COMPRESSION TESTS; DRY DENSITIES; EARTH DAMS; KEY PARAMETERS; LEAN CLAYS; LIME STABILIZED SOILS; MATRIC SUCTIONS; MOISTURE CONTENTS; PAVEMENT BASE; SHALLOW FOUNDATIONS; SOIL STABILIZATION; SUPPORT LAYERS; TARGET STRENGTHS; UNCONFINED COMPRESSION STRENGTHS; UNCONFINED COMPRESSION TESTS;

CLAY; CLAY MINERALS; COMPRESSION TESTING; DAMS; MIXTURES; MOISTURE; MOISTURE DETERMINATION; PARAMETER ESTIMATION; POROSITY; POWDERS; SLOPE PROTECTION; SOIL CEMENT; SOIL MECHANICS; STABILIZATION;

LIME;

ASSESSMENT METHOD; COMPACTION; COMPRESSIVE STRENGTH; LIME; MOISTURE CONTENT; POROSITY; SOIL IMPROVEMENT; SOIL STABILIZATION; SOIL STRENGTH; SOIL TEST; VOID RATIO;

EID: 65449170380     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2009)21:5(210)     Document Type: Article

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