A clay stratum Sm thick has initial void ratio of 1.50 and effective overburden pressure of 120 kPa.When the sample is subjected to an increase of pressure of 120 kPa, the void ratio reduces to 1.44. Determine the coefficient of the volume compressibility (in 1/kPa) and the final settlement of the stratum (in mm). 0.0001 1/kPa; 100 mm 0.0002 1/kPa; 120 mm 0.0003 1/kPa; 140mm 0.0004 1/kPa; 150mm

A clay stratum Sm thick has initial void ratio of 1.50 and effective overburden pressure of 120 kPa.When the sample is subjected to an increase of pressure of 120 kPa, the void ratio reduces to 1.44. Determine the coefficient of the volume compressibility (in 1/kPa) and the final settlement of the stratum (in mm). 0.0001 1/kPa; 100 mm 0.0002 1/kPa; 120 mm 0.0003 1/kPa; 140mm 0.0004 1/kPa; 150mm

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter11: Compressibility Of Soil

Section: Chapter Questions

Problem 11.5P

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