A 1.5 m square footing is founded at a depth of 1m (equal to the foundation thickness) in fine-grained soil with the following properties: Ydry = 20 kN/m³; Ysat = 22 kN/m³; Cu.k = 70 kPa; ck' = 10 kPa; k' = 30° The load on the footing is vertical but has a maximum eccentricity (e) of 250 mm from one axis (Hint: B- = B 2e). If the water table is at the foundation level, determine the design bearing resistance of the footing for a. short-term condition b. long-term condition
A 1.5 m square footing is founded at a depth of 1m (equal to the foundation thickness) in fine-grained soil with the following properties: Ydry = 20 kN/m³; Ysat = 22 kN/m³; Cu.k = 70 kPa; ck' = 10 kPa; k' = 30° The load on the footing is vertical but has a maximum eccentricity (e) of 250 mm from one axis (Hint: B- = B 2e). If the water table is at the foundation level, determine the design bearing resistance of the footing for a. short-term condition b. long-term condition
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter16: Shallow Foundations-bearing Capacity
Section: Chapter Questions
Problem 16.19CTP: A 2.0 m 2.0 m square pad footing will be placed in a normally consolidated clay soil to carry a...
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Solving using Eurocode 7, design approach 1, combination 2
![A 1.5 m square footing is founded at a depth of 1m (equal to the foundation thickness)
in fine-grained soil with the following properties:
Ydry = 20 kN/m³; Ysat
22 kN/m³; Cu.k = 70 kPa; ck' 10 kPa; k' = 30°
The load on the footing is vertical but has a maximum eccentricity (e) of 250 mm from
one axis (Hint: B- = B − 2e). If the water table is at the foundation level, determine the
design bearing resistance of the footing for
a. short-term condition
b. long-term condition
=](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe4899715-7b29-4e9a-bb7f-fb1e268e3c63%2Fb401a980-7abd-4f51-9fe2-3c5df4609832%2F69kc4gv_processed.png&w=3840&q=75)
Transcribed Image Text:A 1.5 m square footing is founded at a depth of 1m (equal to the foundation thickness)
in fine-grained soil with the following properties:
Ydry = 20 kN/m³; Ysat
22 kN/m³; Cu.k = 70 kPa; ck' 10 kPa; k' = 30°
The load on the footing is vertical but has a maximum eccentricity (e) of 250 mm from
one axis (Hint: B- = B − 2e). If the water table is at the foundation level, determine the
design bearing resistance of the footing for
a. short-term condition
b. long-term condition
=
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