Geotechnical Testing Journal, Volume 17, Issues 2-4American Society for Testing and Materials, 1994 - Rocks |
Contents
Monitoring System for Hydrologic Evaluation of Landfill | 138 |
Determination of PY Curves Using Inclinometer Data | 150 |
Continued on Back Cover | 268 |
Copyright | |
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acoustic impedance amplitude apparatus ASCE ASTM axial strain behavior bitumen calibration cell clay coefficient compaction compression computed concrete consolidation constant cyclic cylinder deformation density depth determined diameter displacement dry unit weight duration of loading effective stress filter paper flow pump fraction frequency Geotechnical Engineering Geotechnical Testing Journal gradations grout grouted sand gypsum hydraulic conductivity impact-echo increase inner sphere interface kaolinite kN/m³ laboratory layer liner load tests LVDT matric suction maximum dry unit measured minus moisture content mold normal stress obtained optimum water content P-wave parameters particles Pb2+ permeability pile potential procedure properties range resistance response rock sabkha Sansalone shaft shear modulus shear strength shear stress shown in Fig sieve Soil Mechanics soil specimen standard static stiffness strain path stress-strain surface swelling Table temperature tensile Test Method test results tion tire chips transducer triaxial tests undrained values versus void ratio