During A Laboratory Consolidation Test The Time And Dial Gauge Readings Obtained From An Increase Of Pressure On The Sp 1 (50.02 KiB) Viewed 12 times
During a laboratory consolidation test, the time and dial gauge readings obtained from an increase of pressure on the specimen from N/m² to kN/m² are given here. 100 200 Copyright 2018 Cangage Learning. All Rights Reserved. May not be copied, scanned or duplicated, in whole or in part. WCN 02-200-203 Chapter 11 Compressibility of Soil Dial gauge Time (min) 0 0.1 0.25 0.5 1.0 2.0 reading (cm x 10) 3975 4082 4102 4128 4166 4224 4298 4420 Time (min) 16.0 30.0 60.0 120,0 240.0 480.0 960.0 1440.0 Dial gauge reading (cm x 10) 4572 4737 4923 5080 5207 5283 5334 5364 4.0 8.0 Using HD Siemethout, determine c. The average height of the specimen during consolidation was cm, and it was drained at the top and bottom 3.24
Change increase pressure from 100 kN/m2 to 200 kN/m2 • Average height 3.24 cm Plot using taylor method and casagrande method .
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