The time for 65% consolidation of a 19-mm clay specimen (drained at top and bottom) in the laboratory is 10 minutes. How long will it take for a 4-m-thick clay layer in the field to undergo 40% consolidation under the same pressure increment? In the field, there is a rock layer at the bottom of the clay.

Fundamentals of Geotechnical Engineering (MindTap Course List)
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ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter9: Consolidation
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Problem 9.17P
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11.15 The time for 65% consolidation of a 19-mm clay specimen (drained at top and bottom) in the laboratory is 10 minutes. How long will it take for a 4-m-thick clay layer in the field to undergo 40% consolidation under the same pressure increment? In the field, there is a rock layer at the bottom of the clay. 11.16 A 3.75 m clay layer in the field (drained on one side) is normally conso
11.15 The time for 65% consolidation of a 19-mm clay specimen (drained at top and
bottom) in the laboratory is 10 minutes. How long will it take for a 4-m-thick clay
layer in the field to undergo 40% consolidation under the same pressure
increment? In the field, there is a rock layer at the bottom of the clay.
11.16 A 3.75 m clay layer in the field (drained on one side) is normally consolidated.
When the pressure is increased from 50 kN/m² to 150 kN/m², the void ratio
decreases from 0.9 to 0.75. The hydraulic conductivity, k, of the clay for the
above loading range was found to be 6 x 10- cm/sec.
a. How long (in days) will it take for the clay layer to reach 50% consolidation?
b. What is the settlement at that time (that is, at 50% consolidation)?
Transcribed Image Text:11.15 The time for 65% consolidation of a 19-mm clay specimen (drained at top and bottom) in the laboratory is 10 minutes. How long will it take for a 4-m-thick clay layer in the field to undergo 40% consolidation under the same pressure increment? In the field, there is a rock layer at the bottom of the clay. 11.16 A 3.75 m clay layer in the field (drained on one side) is normally consolidated. When the pressure is increased from 50 kN/m² to 150 kN/m², the void ratio decreases from 0.9 to 0.75. The hydraulic conductivity, k, of the clay for the above loading range was found to be 6 x 10- cm/sec. a. How long (in days) will it take for the clay layer to reach 50% consolidation? b. What is the settlement at that time (that is, at 50% consolidation)?
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