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a.) Footing is 2.5 m square and water table is located at the interface of Soil 1 and Soil 2. b.) Footing is 2.5 m diameter and water table is located 5 m below the ground surface

a.) Footing is 2.5 m square and water table is located at the interface of Soil 1 and Soil 2. b.) Footing is 2.5 m diameter and water table is located 5 m below the ground surface

Structural Analysis
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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1. Find the allowable bearing capacity of soil as shown below using Terzaghi's bearing capacity for general shear failure when: a.) Footing is 2.5 m square and water table is located at the interface of Soil 1 and Soil 2. b.) Footing is 2.5 m diameter and water table is located 5 m below the ground surface FS = 3.0 G.S. Soil 1: dry soil 1.5 m Sg = 2.60 e = 0.90 Soil 2: MC= 25% 2.5 m S.P = 2.75 e= 0.80 O= 35° C= 8 kPa !! janet c. 2.5 m Soil 3: figure 1 SR = 2.85 e = 0,70 $ = 270 C= 10 kPa
Transcribed Image Text:1. Find the allowable bearing capacity of soil as shown below using Terzaghi's bearing capacity for general shear failure when: a.) Footing is 2.5 m square and water table is located at the interface of Soil 1 and Soil 2. b.) Footing is 2.5 m diameter and water table is located 5 m below the ground surface FS = 3.0 G.S. Soil 1: dry soil 1.5 m Sg = 2.60 e = 0.90 Soil 2: MC= 25% 2.5 m S.P = 2.75 e= 0.80 O= 35° C= 8 kPa !! janet c. 2.5 m Soil 3: figure 1 SR = 2.85 e = 0,70 $ = 270 C= 10 kPa
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