TABLE 1 : Oedometer DataTime from start of loading(minutes)Specimencompression (mm)0.61Vt0.0.250.500.960.500.711.060.750.871.161.001.221.501.241.351.451.601.001.502.254.002.005.002.241.667.002.651.7311.03.321.7916.04.001.8230.05.481.8690.09.491.92 (b) An oedometer test on a specimen of fully saturated stiff clay gave thefollowing results in Table 1 for the pressure increment from 100kN/m2 to 200 kN/m?. The initial thickness of the specimen under nopressure was 19 mm. Determine my, cy and k using Taylor's Method.

From the table calculate the thickness ; Thickness = initial thickness-change in thickness The…

(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.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.20P

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