Laserfiche WebLink
Consolidation/Collapse Test Results <br />-2 <br />N <br />2 <br />\Nater Added <br />at 200 psf <br />4 - - \ <br />6 <br />\ <br />8 \ <br />E I I <br />10 Zi. <br />12 <br />P= <br />14 *t· <br />k <br />490 <br />16 <br />18 ,.. <br />L.,J <br />0. <br />0.1 1 10 100 <br />Load (ksf) <br />Classification: FILL: Dark Brown fine Sandy Silt, trace Clay <br />Boring Number:B-2 <br />Sample Number: --- <br />Depth (ft)1 to 2 <br />Specimen Diameter (in)2.4 <br />Specimen Thickness (in)1.0 <br />G&M #72 <br />Santa Ana, California <br />Project No. 16G 123 <br />PLATE C- 1 <br />Initial Moisture Content (%) 14 <br />Final Moisture Content (%) 20 <br />Initial Dry Density (pcf)102.1 <br />Final Dry Density (pcf)115.1 <br />Percent Collapse (%)-0.25 <br />4=wp...w=* SOUTHERN <br />' CALIFORNIA <br />GEOTECHNICAL <br />SoCalGeo