Laserfiche WebLink
<br />Appendix C - Laboratory Test Results <br />C.1 Atterberg Limits <br />C.2 Mechanical Grain Size Analysis with Hydrometer <br />C.3 Proctor Compaction - Standard <br />CA Unconfined Compressive Strength <br />C.5 Hydraulic Conductivity, Triaxial Back Pressure Method <br />C.6 Triaxial Shear, Consolidated, Undrained <br />Figure C.1 Effective Stress Paths and Failure Envelope, "New" Embankment <br />Material <br />Figure C.2 Undrained Strength versus Consolidation Stress, "New" Embankment <br />Material <br />Figure C.3 Effective Stress Paths and Failure Envelope, "Old" Embankment <br />Material <br />Figure CA Undrained Strength versus Consolidation Stress, "Old" Embankment <br />Material <br />Figure C.5 Effective Stress Path and Failure Envelope, Foundation Material <br />Figure C.6 Undrained Strength versus Consolidation Stress, Foundation Material <br />C.7 Consolidation <br />GEI Consultants, Inc.