Due Date: One Week after Lab sessionPart #1Consolidation test results of a settlement versus time on a soil sample for an increment of 200kPa vertical stress is shown in the following table. Determine the value of the Coefficient ofconsolidation Cy for that clay sample in mm? /min using (a) the log-time method, (b) the squareroot time method. Take the thickness of the specimen H=14.80 mmTime (min)19.1625Gauge (mm)Time (min)5.004.674.624.534.414.284.013.753.49364964811002004001440Gauge (mm)3.283.153.063.002.962.842.762.61

Consolidation: when the soil mass is subjected to a compressive force, its volume decreases. The…

Due Date: One Week after Lab session Part #1 Consolidation test results of a settlement versus time on a soil sample for an increment of 200 kPa vertical stress is shown in the following table. Determine the value of the Coefficient of consolidation Cv for that clay sample in mm² /min using (a) the log-time method, (b) the square root time method. Take the thickness of the specimen H-14.80 mm Time (min) 16 25 Gauge (mm) Time (min) Gauge (mm) 5.00 4.67 4.62 4.53 4.41 4.28 4.01 3.75 3.49 36 49 64 81 100 200 400 1440 3.28 3.15 3.06 3.00 2.96 2.84 2.76 2.61

Due Date: One Week after Lab session Part #1 Consolidation test results of a settlement versus time on a soil sample for an increment of 200 kPa vertical stress is shown in the following table. Determine the value of the Coefficient of consolidation Cv for that clay sample in mm² /min using (a) the log-time method, (b) the square root time method. Take the thickness of the specimen H-14.80 mm Time (min) 16 25 Gauge (mm) Time (min) Gauge (mm) 5.00 4.67 4.62 4.53 4.41 4.28 4.01 3.75 3.49 36 49 64 81 100 200 400 1440 3.28 3.15 3.06 3.00 2.96 2.84 2.76 2.61

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter12: Shear Strength Of Soil

Section: Chapter Questions

Problem 12.7P

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