1. Determine the coefficient of consolidation (C) in m²/year. 2. Assuming single drainage, how long will it take until the 18 m thick clay layer consolidates 60%? 3. If the following data was obtained from the aforementioned oedometer test: [e₁ = 1.24 at o'y= 200 kPa and e₂=1 Oy 400 kPa 1, Determine the average coefficient of permeability (k). for the clay (in cm/sec). 4. If the 18 thick clay layer is doubly drained. How long (in years) will it take until this layer consolidates 60%? 1.09 at malaine Ma

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Soil mechanics ضحثعفجضمبتةئزذز
1. Determine the coefficient of consolidation (C₂) in m²/year.
2. Assuming single drainage, how long will it take until the 18 m thick clay layer consolidates 60%?
3. If the following data was obtained from the aforementioned oedometer test: [e₁ = 1.24 at o'y= 200 kPa and e₂=1
1.09 at o'y 400 kPa ], Determine the average coefficient of permeability (k). for the clay (in cm/sec). |
4. If the 18 thick clay layer is doubly drained. How long (in years) will it take until this layer consolidates 60%?
Ma
Transcribed Image Text:1. Determine the coefficient of consolidation (C₂) in m²/year. 2. Assuming single drainage, how long will it take until the 18 m thick clay layer consolidates 60%? 3. If the following data was obtained from the aforementioned oedometer test: [e₁ = 1.24 at o'y= 200 kPa and e₂=1 1.09 at o'y 400 kPa ], Determine the average coefficient of permeability (k). for the clay (in cm/sec). | 4. If the 18 thick clay layer is doubly drained. How long (in years) will it take until this layer consolidates 60%? Ma
Q3/ A laboratory test was performed on a 25.4 mm thick, doubly drained oedometer sample of clay.
readings taken in the test, the time (tso) for 50% consolidation was 8.75 min. The laboratory sample was taken from
a saturated layer of clay that was 18 m thick. The layer was subjected to a loading that was very similar to that
imposed in the laboratory test.
Transcribed Image Text:Q3/ A laboratory test was performed on a 25.4 mm thick, doubly drained oedometer sample of clay. readings taken in the test, the time (tso) for 50% consolidation was 8.75 min. The laboratory sample was taken from a saturated layer of clay that was 18 m thick. The layer was subjected to a loading that was very similar to that imposed in the laboratory test.
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