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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 2m Sand Y = 18 kN/m² WT

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 2m Sand Y = 18 kN/m² WT

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 2m Sand Y = 18 kN/m² WT Clay • A = 1, C₂ = 0.20, ¼sat = 20 kN/m³ 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 2m Sand Y = 18 kN/m² WT Clay • A = 1, C₂ = 0.20, ¼sat = 20 kN/m³ 7m Dense Limestone
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