A dense silt layer has the following properties:e=0.30, D10=10µm and capillary constant = 0.20cm2 Free ground water level is 8m below the ground surface. Determine the vertical effective stress (kPa) at 5m depth (point A). Assume unit weight of solids = 26.5 KN/m3 and that the soil above the capillary rise and ground surface is partially saturated at 50%. A dense silt layer has the following properties:e=0.30, D10=10μm and capillary constant = 0.20cm2Free ground water level is 8m below the groundsurface. Determine the vertical effective stress (kPa) at 5m depth (point A).Assume unit weight of solids = 26.5 KN/m3 and that the soil above the capillaryrise and ground surface is partially saturated at 50%.141.12111.6982.2675.84

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A dense silt layer has the following properties: e=0.30, D10=10μm and capillary constant = 0.20cm2 Free ground water level is 8m below the ground surface. Determine the vertical effective stress (kPa) at 5m depth (point A). Assume unit weight of solids = 26.5 KN/m3 and that the soil above the capillary rise and ground surface is partially saturated at 50%. 141.12 111.69 82.26 75.84

A dense silt layer has the following properties: e=0.30, D10=10μm and capillary constant = 0.20cm2 Free ground water level is 8m below the ground surface. Determine the vertical effective stress (kPa) at 5m depth (point A). Assume unit weight of solids = 26.5 KN/m3 and that the soil above the capillary rise and ground surface is partially saturated at 50%. 141.12 111.69 82.26 75.84

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 9.8P

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