Frost Resistance of Cover and Liner Materials for Landfills and Hazardous Waste Sites
BACKGROUND - SR97_290010
TEST PROGRAM - SR97_290011
Sand-bentonite - SR97_290012
Test site description - SR97_290013
GCL test-pans
Laboratory hydraulic conductivity testing program
TEST RESULTS AND OBSERVATIONS
Hydraulic conductivity of clays and sand-bentonite
Figure 8. Summary of hydraulic conductivity test results
Figure 11. SEM photograph of a crack caused by freezethaw in Parkview clay
Sand-bentonite - SR97_290020
Hydraulic conductivity of GCLs
Field test pan results
Field test pan results-continue
COST SAVINGS USING GCLs
Calculation of potential cost savings using a GCL liner system
Figure 16. Thickness of protective soil layer required for compacted clay covers
CONCLUSIONS - SR97_290027
LITERATURE CITED - SR97_290028
LITERATURE CITED-continue - SR97_290029
APPENDIX A: RESULTS FROM RESEARCH SUPPORTED BY CPAR FUNDING
Report Documentation Page - SR97_290031
SR97_29
BACKGROUND - SR97_290010
TEST PROGRAM - SR97_290011
Sand-bentonite - SR97_290012
Test site description - SR97_290013
GCL test-pans
Laboratory hydraulic conductivity testing program
TEST RESULTS AND OBSERVATIONS
Hydraulic conductivity of clays and sand-bentonite
Figure 8. Summary of hydraulic conductivity test results
Figure 11. SEM photograph of a crack caused by freezethaw in Parkview clay
Sand-bentonite - SR97_290020
Hydraulic conductivity of GCLs
Field test pan results
Field test pan results-continue
COST SAVINGS USING GCLs
Calculation of potential cost savings using a GCL liner system
Figure 16. Thickness of protective soil layer required for compacted clay covers
CONCLUSIONS - SR97_290027
LITERATURE CITED - SR97_290028
LITERATURE CITED-continue - SR97_290029
APPENDIX A: RESULTS FROM RESEARCH SUPPORTED BY CPAR FUNDING
Report Documentation Page - SR97_290031
SR97_29
