This is Civil Engineering. Specifically Foundation Engineering. Please post thorough answers and work. Any plot needs to be computer generated. Thank you 6.8 Refer to Figure 6.14. For a rectangular foundation in two-layeredclay, given:B = 0.92 m, L = 1.22 m, Df = 0.92 m, H = 0.76 m●●●71 = 17 kN/m³, 01 = 0, Cu(1) = 72 kN/m²72 = 17 kN/m³, 02 = 0, Cu(2) = 43 kN/m²Determine the gross ultimate load the foundation can carry. Use Eq. Figure 6.14▸ DetailsH8'H84(a)B→(b)bStronger soilWeaker soilStronger soil(Note: qu=9)Weaker soilBearing capacity of a continuous foundation on layered soil: (a) small H;and (b) large H

Given data,B = 0.92 m, L = 1.22 m, Df = 0.92 m, H = 0.76 mFINDgross ultimate load the foundation can…

Answered: 6.8 Refer to Figure 6.14. For a…

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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This is Civil Engineering. Specifically Foundation Engineering. Please post thorough answers and work. Any plot needs to be computer generated. Thank you

6.8 Refer to Figure 6.14. For a rectangular foundation in two-layered
clay, given:
B = 0.92 m, L = 1.22 m, Df = 0.92 m, H = 0.76 m
●
●
●
71 = 17 kN/m³, 01 = 0, Cu(1) = 72 kN/m²
72 = 17 kN/m³, 02 = 0, Cu(2) = 43 kN/m²
Determine the gross ultimate load the foundation can carry. Use Eq.

Figure 6.14
▸ Details
H
8'
H
84
(a)
B→
(b)
b
Stronger soil
Weaker soil
Stronger soil
(Note: qu=9)
Weaker soil
Bearing capacity of a continuous foundation on layered soil: (a) small H;
and (b) large H

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