Case history of liner veneer instability

Geosynthetics International

Volumn 13, Issue 1, 2006, Pages 36-46

  Amaya, P ^a   Queen, Brian ^b   Stark, T D ^c   Choi, C ^d  

^a AMERICAN ELECTRIC POWER   (United States)

^b OHIO ENVIRONMENTAL PROTECTION AGENCY   (United States)

^c University of Illinois at Urbana Champaign   (United States)

^d Korea University   (South Korea)

Author keywords

Compacted clay liner; Direct shear test; Geosynthetics; PVC geomembrane; Shear strength; Slope stability

Indexed keywords

BYPRODUCTS; CLAY; DESULFURIZATION; FLUE GASES; GEOMEMBRANES; MOISTURE; POLYVINYL CHLORIDES; SHEAR STRENGTH; SLOPE STABILITY; WASTE DISPOSAL;

COMPACTED CLAY LINER; DIRECT SHEAR TEST; FLUE GAS DESULFURIZATION (FGD); LANDFILL GEOCOMPOSITE; SHEAR DISPLACEMENTS;

LAND FILL;

LANDFILL LINER; SLOPE STABILITY;

CLAY LINER; EFFLUENT TREATMENT; GEOMEMBRANE; INTERFACIAL PROPERTY; MOISTURE CONTENT; SHEAR PROPERTY; STRENGTH; STRESS;

EID: 33644803433     PISSN: 10726349     EISSN: 10726349     Source Type: Journal    
DOI: 10.1680/gein.2006.13.1.36     Document Type: Article

References (11)

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