Consolidation of a geosynthetic clay liner under isotropic states of stress

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 136, Issue 1, 2010, Pages 253-259

  Kang, Jong Beom ^a   Shackelford, Charles D ^b,c  

^a Engineering Analytics Inc   (United States)

^b Veterinary Dentistry and Oral Surgery   (United States)

^c Department of Mechanical Engineering   (United States)

Author keywords

Clay liners; Compressibility; Consolidation; Geosynthetic clay liner; Geosynthetics; Hydraulic conductivity; Soil compression; Soil consolidation

Indexed keywords

CLAY LINERS; GEOSYNTHETIC CLAY LINERS; GEOSYNTHETICS; SOIL COMPRESSION; SOIL CONSOLIDATION;

CLAY; CLAY MINERALS; COMPACTION; COMPRESSIBILITY; GEOSYNTHETIC MATERIALS; HYDRAULIC CONDUCTIVITY; SETTLEMENT OF STRUCTURES; SILICATE MINERALS; SODIUM; SOIL MOISTURE;

CONSOLIDATION;

BENTONITE; CLAY LINER; COMPRESSIBILITY; COMPRESSION; CONSOLIDATION; GEOSYNTHETICS; HYDRAULIC CONDUCTIVITY; MONTMORILLONITE; OEDOMETER TEST; ONE-DIMENSIONAL MODELING; STRESS ANALYSIS; STRESS FIELD; TERZAGHI THEORY;

EID: 75949085897     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000181     Document Type: Article

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