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(b) An oedometer test on a specimen of fully saturated stiff clay gave the following results in Table 1 for the pressure increment from 100 kN/m? to 200 kN/m². The initial thickness of the specimen under no pressure was 19 mm. Determine mv, cy and k using Taylor's Method.

(b) An oedometer test on a specimen of fully saturated stiff clay gave the following results in Table 1 for the pressure increment from 100 kN/m? to 200 kN/m². The initial thickness of the specimen under no pressure was 19 mm. Determine mv, cy and k using Taylor's Method.

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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TABLE 1 : Oedometer Data Time from start of loading (minutes) Specimen compression (mm) 0.61 Vt 0. 0.25 0.50 0.96 0.50 0.71 1.06 0.75 0.87 1.16 1.00 1.22 1.50 1.24 1.35 1.45 1.60 1.00 1.50 2.25 4.00 2.00 5.00 2.24 1.66 7.00 2.65 1.73 11.0 3.32 1.79 16.0 4.00 1.82 30.0 5.48 1.86 90.0 9.49 1.92
Transcribed Image Text:TABLE 1 : Oedometer Data Time from start of loading (minutes) Specimen compression (mm) 0.61 Vt 0. 0.25 0.50 0.96 0.50 0.71 1.06 0.75 0.87 1.16 1.00 1.22 1.50 1.24 1.35 1.45 1.60 1.00 1.50 2.25 4.00 2.00 5.00 2.24 1.66 7.00 2.65 1.73 11.0 3.32 1.79 16.0 4.00 1.82 30.0 5.48 1.86 90.0 9.49 1.92
(b) An oedometer test on a specimen of fully saturated stiff clay gave the following results in Table 1 for the pressure increment from 100 kN/m2 to 200 kN/m?. The initial thickness of the specimen under no pressure was 19 mm. Determine my, cy and k using Taylor's Method.
Transcribed Image Text:(b) An oedometer test on a specimen of fully saturated stiff clay gave the following results in Table 1 for the pressure increment from 100 kN/m2 to 200 kN/m?. The initial thickness of the specimen under no pressure was 19 mm. Determine my, cy and k using Taylor's Method.
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