J1 A layer of normally consolidated, saturated silty clay of 1 m thickness is subjected to onedimensional consolidation under a pressure increment of 20 kPa. The properties of the soilare: specific gravity = 2.7, natural moisture content 45%, compression index =recompression index = 0.05. The initial average effective stress within the layer is 100 kPa.Assuming Terzaghi's theory to be applicable, the primary consolidation settlement (roundedoff to the nearest mm) is.0.45, and%3D%3D16 mm25 mm20 mm28 mm

Given Thickness= 1 m Pressure increment= 20 Kpa

A layer of normally consolidated, saturated silty clay of 1 m thickness is subjected to one dimensional consolidation under a pressure increment of 20 kPa. The properties of the soil are: specific gravity = 2.7, natural moisture content 45%, compression index = 0.45, and recompression index = 0.05. The initial average effective stress within the layer is 100 kPa. Assuming Terzaghi's theory to be applicable, the primary consolidation settlement (rounded off to the nearest mm) is. %3D %3D %3D O 16 mm 25 mm 20 mm 28 mm

A layer of normally consolidated, saturated silty clay of 1 m thickness is subjected to one dimensional consolidation under a pressure increment of 20 kPa. The properties of the soil are: specific gravity = 2.7, natural moisture content 45%, compression index = 0.45, and recompression index = 0.05. The initial average effective stress within the layer is 100 kPa. Assuming Terzaghi's theory to be applicable, the primary consolidation settlement (rounded off to the nearest mm) is. %3D %3D %3D O 16 mm 25 mm 20 mm 28 mm

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter9: Consolidation

Section: Chapter Questions

Problem 9.17P

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