Factors affecting GCL hydration under isothermal conditions

Geotextiles and Geomembranes

Volumn 29, Issue 6, 2011, Pages 525-533

  Rayhani, M T ^a   Rowe, R K ^b   Brachman, R W I ^b   Take, W A ^b   Siemens, G ^c  

^a CARLETON UNIVERSITY   (Canada)

^b QUEEN S UNIVERSITY   (Canada)

^c ROYAL MILITARY COLLEGE OF CANADA   (Canada)

Author keywords

Geosynthetic clay liner; Hydration; Sand; Silty sand

Indexed keywords

FIELD CAPACITY; FINAL MOISTURE CONTENT; FOUNDATION SOILS; GEOSYNTHETIC CLAY LINERS; INITIAL MOISTURE CONTENT; ISOTHERMAL CONDITIONS; NON-WOVEN; PORE WATERS; ROOM TEMPERATURE; SILTY SANDS;

FOUNDATIONS; GEOSYNTHETIC MATERIALS; HYDRATION; MOISTURE; MOISTURE DETERMINATION; SOILS; WEAVING;

SAND;

CLAY LINER; FOUNDATION; GEOSYNTHETICS; HYDRATION; ISOTHERM; MOISTURE CONTENT; SAND; SILTY SOIL;

EID: 79961141897     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2011.06.001     Document Type: Article

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