A (5m x 5m) square foundation is constructed at 2.5m in a soil with the following y = 18.34 kN/m³ c' = 28.0 kN/m² and p' = 31° Using a factor of safety of 3 against bearing capacity failure and assuming a consta soil, determine the safe bearing capacity (qa in kN/m2) when: a) The water table is level with the foundation base (Scenario A) b) The water table rises to 1m below Ground Level (G.L.) (Scenario B) with fluctuation of GWT from scena
A (5m x 5m) square foundation is constructed at 2.5m in a soil with the following y = 18.34 kN/m³ c' = 28.0 kN/m² and p' = 31° Using a factor of safety of 3 against bearing capacity failure and assuming a consta soil, determine the safe bearing capacity (qa in kN/m2) when: a) The water table is level with the foundation base (Scenario A) b) The water table rises to 1m below Ground Level (G.L.) (Scenario B) with fluctuation of GWT from scena
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A (5m x 5m) square foundation is constructed at 2.5m in a soil with the following properties:
y = 18.34 kN/m³ c' = 28.0 kN/m² and q' = 31°
Using a factor of safety of 3 against bearing capacity failure and assuming a constant unit weight of the
soil, determine the safe bearing capacity (qa in kN/m²) when:
a) The water table is level with the foundation base (Scenario A)
b) The water table rises to 1m below Ground Level (G.L.) (Scenario B)
c) Percent reduction in bearing capacity with fluctuation of GWT from scenario A to scenario B.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbb7f1ce8-2552-49b5-ba1d-534a58de11ae%2Fbe85b6fc-8280-4c48-ac10-7de350eb18af%2F70u67jq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A (5m x 5m) square foundation is constructed at 2.5m in a soil with the following properties:
y = 18.34 kN/m³ c' = 28.0 kN/m² and q' = 31°
Using a factor of safety of 3 against bearing capacity failure and assuming a constant unit weight of the
soil, determine the safe bearing capacity (qa in kN/m²) when:
a) The water table is level with the foundation base (Scenario A)
b) The water table rises to 1m below Ground Level (G.L.) (Scenario B)
c) Percent reduction in bearing capacity with fluctuation of GWT from scenario A to scenario B.
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