Q2: The dial readings recorded during a consolidation test at a certain load increment are given below. Determine c, by both the square root of time and log of time methods. The thickness of the sample = 2 cm and the sample is drained both sides. Time Dial Reading Time Dial Reading min cm x 10-4 min cm x 10-4 0 240 15 622 0.10 318 H 30 738 C₁=0.848dr 0.25 340 60 842 190 0.50 360 120 930 1.00 385 240 975 2.00 415 1200 1070 C, -0.1972 4.00 464 tso 8.00 530
Q2: The dial readings recorded during a consolidation test at a certain load increment are given below. Determine c, by both the square root of time and log of time methods. The thickness of the sample = 2 cm and the sample is drained both sides. Time Dial Reading Time Dial Reading min cm x 10-4 min cm x 10-4 0 240 15 622 0.10 318 H 30 738 C₁=0.848dr 0.25 340 60 842 190 0.50 360 120 930 1.00 385 240 975 2.00 415 1200 1070 C, -0.1972 4.00 464 tso 8.00 530
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter8: Seepage
Section: Chapter Questions
Problem 8.1CTP
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