Short-term and creep shear characteristics of a needlepunched thermally locked geosynthetic clay liner

ASTM Special Technical Publication

Volumn 1308, Issue , 1997, Pages 89-102

  Siebken, John R ^a   Swan Jr , Robert H ^b   Yuan, Zehong ^b  

^a National Seal Company   (United States)

^b Soil Geosynthetic Intrac Test Lab   (United States)

Author keywords

Creep shear; Direct shear; Geosynthetic clay liner; Needle punched; Reinforced; Shear strength; Thermally locked

Indexed keywords

EID: 0642294754     PISSN: 00660558     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (1)

1. Swan, Jr., R. H., Yuan, Z., and Bachus, R. C., "Factors Influencing Laboratory Measurement of the Internal and Interface Shear Strength of GCLS," Testing and Acceptance Criteria for Geosynthetic Clay Liners, ASTM STP 1308, Larry W. Well, Ed., American Society for Testing and Materials, Philadelphia, 1996.