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-2 <br />0 <br />2 <br />4 <br />Consolidation/Collapse Test Results <br />L <br />Water Added \ <br />at 200 psf <br />-6 1 <br />: <br />. <br />8 <br />10 <br />12 <br />14 0 <br />1, '- <br />. 7 <br />18 . <br />t:. <br />20 6, 4, .4,94 .,.0. *r „ 2 .... 4 : ·4'6·,;.lt.,»»,i: .>,2:'c · '©.9.· .·60 ·: 2 7 ., *14'31*1,·. 032+ ..I.:6' <br />0.1 1 10 100 <br />Load (ksf) <br />Classification: Dark Brown Silly fine Sand to fine Sandy Silt <br />Boring Number:B-2 <br />Sam pie Number: --- <br />Depth (ft)3 to 4 <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- 2 <br />Initial Moisture Content (%) 20 <br />Final Moisture Content (%) 20 <br />Initial Dry Density (pcf)108.4 <br />Final Dry Density (pcf)116.8 <br />Percent Collapse (%)-0.61 <br />'v--,2 SOUTHERN <br />CALIFORNIA <br />GEOTECHNICAL <br />SoCalGeo