Influence of subgrade, temperature and confining pressure on GCL hydration

Geotextiles and Geomembranes

Volumn 33, Issue , 2012, Pages 1-6

  Chevrier, B ^a   Cazaux, D ^b   Didier, G ^c   Gamet, M ^a   Guyonnet, D ^a  

^a BRGM   (France)

^b INSA ^*

^c UNIVERSITÉ DE LYON   (France)

Author keywords

Bentonite; Geosynthetic clay liner; Hydration; Subgrade

Indexed keywords

CLAYEY SOILS; CONFINING PRESSURES; CONFINING STRESS; FIELD EXPERIMENT; GEOSYNTHETIC CLAY LINERS; GEOSYNTHETICS; HYDRATION KINETICS; HYDRATION RATE; LOW TEMPERATURES; SANDY SOILS; SODIUM BENTONITE; SUBGRADE; TEMPERATURE RISE; VERTICAL STRESS; WASTE DISPOSAL FACILITIES;

BENTONITE; GEOSYNTHETIC MATERIALS; HYDRATES; ROCK PRESSURE; SODIUM;

HYDRATION;

BENTONITE; CLAY LINER; CLAY SOIL; CONFINING PRESSURE; GEOSYNTHETICS; GRAVIMETRY; HYDRATION; PERFORMANCE ASSESSMENT; PERMEABILITY; PRESSURE EFFECT; SUBGRADE; TEMPERATURE EFFECT; WASTE FACILITY; WATER COLUMN;

EID: 84857664304     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2012.02.003     Document Type: Article

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