foundation 3 m x 3 m has its bottom section 3.5 m below the ground surface. If the water table is on the ground surface, compute the shear strength along the surface of contact of the soil and the foundation if the adhesion of the soil is 20 kPa and saturated unit weight of soil is 18 kN/m3. Effective angle of friction of the soil and foundation is 22° and cohesion of soil is 25 kPa.

Q: A strip foundation is to be built on a clay slope. The setback of the foundation from the edge of…

A: Given data - Setback of the foundation from the edge of the slope is = 0.8m The height of the slope…

Q: A footing with 2x5 m is founded at a depth of 1 m in a stiff clay of saturated unit weight 19 kN/m³,…

A: Saturated unit weight= 19 KN/m3  Depth of footing= 1 m  Su= 105 Kpa Footing = 2*5 m

Q: Question attached

A: GIVEN DATA:- LENGTH L=1.5M WIDTH B=1M DEPTH D=1M SOIL FRICTION ANGLE=25 COHESION C=50KPA UNIT WEIGHT…

Q: A 4.5 m square foundation exerts a uniform pressure of 200kN/m2 on soil. Determine; i. The vertical…

A:

Q: Explain the attached problem

A: Bf = 1.2m Df = 1m γ = 15.5 KN/m3ϕ = 35°c' = 0

Q: Given the following foundation configuration find the change in stress 6ft below grade at points 1…

A: Solution

Q: The capacity of a Shallow foundation directly depends on (choose all that apply):   -Depth of the…

A: The factors that affect capacity of soil are discussed in next step.

Q: A footing with 2×5 m is founded at a depth of 1 m in a stiff clay of saturated unit weight 19 kN/m³,…

A: Saturated unit weight= 19 KN/m3  Depth of footing= 1 m

Q: A rigid shallow foundation 4 m 2m. Calculate the elastic settlement at the center of the foundation.…

A: Step 1

Q: A rectangular foundation has a dimensions B=1 m, and L=4 m, the depth of foundation Df=2.2 m, the…

A: Given data: B=1 mL=4 mDf=2.2 mγ=16.1 KN/m3 c=15 KN/m2Nc=10.16Nq=2.98Nγ=0.69 Fs=3

Q: 7.7 Refer to Figure P7.7. Using the procedure outlined in Section 7.10, determine the average stress…

A: The given figure is shown below: