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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Answered: A dense silt layer has the following…

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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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 = 0.20cm2
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

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