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Consolidation/Collapse Test Results <br />-2 <br />,, <br />0.-1----0 - +4:2/, <br />. <br />2 \it <br />Water Added a <br />at 200 psf <br />4 <br />A <br />6 \ <br />0 + <br />. Q <br />U 5, <br />10 4 <br />12 -' <br />14 *1... <br />10·. <br />16 *A <br />.- -1 <br />· · 6.· <br />18 <br />. . i L . :7. 1 : .. 1 <br />0.1 1 10 100 <br />Load (ksf) <br />Classification: Dark Brown fine Sandy Clay <br />Boring Number:B-2 <br />Sample Number: --- <br />Depth (ft)7 to 8 <br />Specimen Diameter (in)2.4 <br />Specimen Thickness (in)1.0 <br />G&M #72 <br />Santa Ana, California <br />Project No. 16G123 <br />PLATE C- 4 <br />Initial Moisture Content (%) 15 <br />Final Moisture Content (%) 18 <br />Initial Dry Density (pcf)105.4 <br />Final Dry Density (pcf)114.8 <br />Percent Collapse (%)-0.63 <br />CALIFORNIA <br />SOUTHERN <br />GEOTECHNICAL <br />SoCalGeo