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A structure has 30 ft of soil on the left side with the water table at the ground surface. On the right side there is 9 ft of water above soil. The height of the structure is the same on the left and the right. The unit weight of soils is 139 pcf. Neglecting resistance along the bottom of the structure, what is the factor of safety against sliding assuming full passive resistance? Assume that movement of the structure is from left to right. The soil friction angel is 30 degrees. water table v Movement water +心中 ! säil soil..

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Answer:

To calculate the factor of safety against sliding, we need to consider the forces acting on the structure due to the soil and water. Given that the structure's height is the same on both sides, and assuming that the soil properties are consistent along the height of the structure, we can analyze the equilibrium of forces.

The forces acting on the structure due to the soil are the weight of the soil and the passive resistance. The passive resistance is the horizontal force developed at the soil-structure interface that resists sliding.

Given:

Unit weight of soil (γ) = 139 pcf

Soil friction angle (φ) = 30 degrees

Height of the structure (h) = same on both sides

Water table = Ground surface on the left, 9 ft above soil on the right

1. Calculate the weight of the soil on both sides:

Weight of soil on the left (W_left) = γ * h * 30 ft

Weight of soil on the right (W_right) = γ * (h + 9 ft) * 9 ft

2. Calculate the passive resistance on both sides using Rankine's Earth Pressure Theory:

Passive resistance on the left (R_left) = 0 (since the water table is at the surface)

Passive resistance on the right (R_right) = 2 * c * A

Where:

c = Cohesion of the soil

A = Area of the soil-structure interface

3. Calculate the net horizontal force on both sides:

Net horizontal force on the left (F_left) = W_left - R_left

Net horizontal force on the right (F_right) = W_right - R_right

4. Calculate the factor of safety (FS) against sliding:

FS = F_left / F_right

Remember that this calculation considers full passive resistance assuming no sliding along the bottom of the structure. If you have specific values for cohesion (c) and the dimensions of the structure's base, you can substitute those values into the calculations to obtain the factor of safety against sliding.

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