Question 2 An oedometer (consolidation) test was performed on a clay sample 3 cm high, drained on both sides, and taken from mid-stratum shown below. Seventy percent consolidation was attained in 6.67 minutes. Find: (b) The time required to attain 70% consolidation of the clay stratum. (c) The magnitude of that settlement in that time. 4m Sand Surcharge Sand y = 18 kN/m² 2m WT Clay • A _¢q= 1, Ce = 0.20, Ysat = 20 kN/m² 7m Dense Limestone

Structural Analysis
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Chapter2: Loads On Structures
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Question 2
An oedometer (consolidation) test was performed on a clay sample 3 cm high, drained on both
sides, and taken from mid-stratum shown below. Seventy percent consolidation was attained in
6.67 minutes. Find:
(b) The time required to attain 70% consolidation of the clay stratum.
(c) The magnitude of that settlement in that time.
4m
Sand Surcharge
Sand
y = 18 kN/m
2m
WT
Clay
•A eo = 1, Cc = 0.20, Ysat = 20 kN/m²
7m
Dense Limestone
Transcribed Image Text:Question 2 An oedometer (consolidation) test was performed on a clay sample 3 cm high, drained on both sides, and taken from mid-stratum shown below. Seventy percent consolidation was attained in 6.67 minutes. Find: (b) The time required to attain 70% consolidation of the clay stratum. (c) The magnitude of that settlement in that time. 4m Sand Surcharge Sand y = 18 kN/m 2m WT Clay •A eo = 1, Cc = 0.20, Ysat = 20 kN/m² 7m Dense Limestone
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