Provides insight, guidance, and confidence in proper applications of geosynthetic clay liners (GCLs) in containment systems for liquid, solid, and hazardous waste containment systems. Summarizes the types of products, special test procedures developed over the last several years, and results of studies of hydraulic, chemical compatibility and stability issues.
The text (18 peer-reviewed papers) progresses from special testing procedures, shear strength and creep testing results, hydraulic conductivity testing, chemical compatibility issues, and specification suggestions for GCL applications. The paper Effect of Swell Pressure on GCL Cover Stability indicates greater swell pressure than typical overburden loading provides, which may compromise slope stability. The papers on shear strength and long term creep also provide important insight into slope stability issues.
STP1308-C01
STP1308-C02
STP1308-C03
STP1308-C04
STP1308-C05
STP1308-C06
STP1308-C07
STP1308-F01
STP1308-F02
STP1308-R01
STP1308-R02
STP1308-R03
STP1308-SN
STP 1308
STP1308
STP1308
STP1308
STP 1308