Influence of delayed compaction on the compressibility and hydraulic conductivity of soil-lime mixtures

Engineering Geology

Volumn 185, Issue , 2015, Pages 131-138

  Di Sante, Marta ^a   Fratalocchi, Evelina ^a   Mazzieri, Francesco ^a   Brianzoni, Virginia ^a  

^a UNIVERSITÀ POLITECNICA DELLE MARCHE   (Italy)

Author keywords

Compression index; Dry unit weight; Hydraulic conductivity; Lime; Soil compaction; Soil stabilization

Indexed keywords

COMPRESSIBILITY; CURING; DRYING; HYDRATED LIME; HYDRATION; HYDRAULIC CONDUCTIVITY; LIME; MIXTURES; SCANNING ELECTRON MICROSCOPY; SOIL MECHANICS; SOILS; STABILITY; STABILIZATION;

COMPRESSION INDEX; DRY UNIT WEIGHT; LIME STABILIZED SOILS; MERCURY INTRUSION POROSIMETRY; ONE DIMENSIONAL CONSOLIDATION; POZZOLANIC REACTION; SOIL COMPACTION; SOIL STABILIZATION;

COMPACTION;

CLAY SOIL; COMPACTION; COMPRESSIBILITY; CONSOLIDATION; HIGH PRESSURE; HYDRAULIC CONDUCTIVITY; LIME; MERCURY (ELEMENT); SOIL MECHANICS; SOIL STABILIZATION;

EID: 84920084824     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2014.12.005     Document Type: Article

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