Principles Of Foundation Engineering 9e
Principles Of Foundation Engineering 9e
9th Edition
ISBN: 9781337705035
Author: Das, Braja M.
Publisher: Cengage,
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Chapter 3, Problem 3.25P
To determine

Find the undrained shear strength (cu), pre-consolidation pressure (σc), and over consolidation ratio (OCR) at this depth.

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3. (a) Use method of joints to determine forces in all members (all distances are in mm) (b) Find the resultant force at the pin support and state its angle of inclination FIGURE 2 2400 3.3 kN 6 3.6 ky 12 2 + 2400 0.7 kN + 2400 3.3kN + 2400
OK i need help. Please help me work thorought this with autocad. I am not sure where to begin but i need to draw this.  Well if you read the question we did it in class and I got suepr confsued.
A square column foundation has to carry a gross allowable load of 2005 kN (FS = 3). Given: D₤ = 1.7 m, y = 15.9 kN/m³, 0' = 34°, and c' = 0. Use Terzaghi's equation to determine the size of the foundation (B). Assume general shear failure. For o' = 34°, N₁ 36.5 and Ny = 38.04. (Enter your answer to three significant figures.) B=2.16 m
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