For the retaining wall below calculate the foundation dimension (W)so that safety is satisfied. Unit weigth of soil 18kN/m³ and unit weigth of concrete 25 kN/m³ O'=30 degrees (Factor of Safety:3) UDL Surcharge 0.2m H (m) 15 UDL 15 (kN/m2) H
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Q: For the retaining wall below calculate the foundation dimension (W)so that safety is satisfied. Unit…
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A: 1) gravity force 2) active earth pressure force 3) friction force 4) normal force
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Q: subject : Geotechnical DesignBook : PRINCIPLE OF FOUNDATION ENGINEERING
A: Given:
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A: Solution:
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A: t (footing thickness) = 500mm = 0.5m γc = 24KN/m3 z = 1.5m γs = 17KN/m3 A(area of footing) = B*B =…
Q: Q#3:…
A: The allowable safe bearing capacity is given by: Where,
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A: Part - a - below the centre From the above triangle - tanα2 = 23⇒α = 2×tan-123⇒α = 67.38°
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A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…
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Q: For the retaining wall below calculate the foundation dimension (W)so that safety is satisfied. Unit…
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Q: Q3. For the retaining wall shown below, the foundation and the backfill soils have the same…
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Q: Wall dimensions: H = 7 m, X, = 0.55 m, X, = 0.75 m, X, = 1.2 m, X, = 2.1 m, X, = 0.7 m, D = 1 m Soil…
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A: Solution:
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- A reinforced concrete retaining wall is proportioned as shown below. There is a water table located H1m beneath the ground surface. Use ultimate bearing capacity of 450 kPa. Based on the figure, the dimensions are given below. Use γc = 23.48 kN/m3 wall thickness = 0.47m footing thickness = 0.53m toe slab length = 2.33m heel slab length = 4.38m ground water table depth = 2.99 H2 = 3.84 The following values were calculated for this particular retaining wall: Righting moment: 3,868 kN-m/m Overturning moment: 908 kN-m/m Total vertical load: 999 kN/m What is the factor of safety for bearing pressure? Please answer this asap for upvote. Thanks in advanceYou are reviewing the stability of the gravity wall when the backfill has properties with: Φ' = 35° and γt = 16.5 kN/m3. The soils in front of the wall is ignored in the stability analysis, and the drainage blanket has no influence. Assume the coefficient of the base friction is, μ = 0.3, and the unit weight of concrete is γc = 23.5 kN/m3. a) draw the lateral earth pressure diagram and determine the total active lateral force. b) determine the factor of safety against overturning. c) determine the factor of safety against sliding.A long masonry wall footing carries a uniformly distributed load of 200 kN/m2. If the width of the footing is 4 m, determine the vertical pressures at a depth of 3 m below the (i) center, and (ii) edge of the footing
- Assume unit weight of concrete to be 23.5 kN/m°. Hydrostatic uplift varies from 10% of the hydrostatic pressure at the heel and zero at the toe. Calculate the vertical component of the soil reaction on the dam. What is the factor of safety against overturning? What is the factor of safety against sliding? What is the maximum foundation pressure?the retaining wall shown is supporting a horizonatl backfill having a unit weight of 18.88 kN/m^3 with an angle of friction of 37 degrees. Coefficient of base friction is 0.45. Foundation soil ultimate bearing capacityis 470 kPa. Unit weight of concrete is 23.6 kN/m^3. Compute the factor of safety against sliding considering passive earth pressure at the toe. Compute the factor of safety against overturning. Compute the factor of safety against bearing capacity failure.A 6.0 m cantilever retaining wall with a surcharge of 10 KPa on the level of backfill. Use the following values: soil weight = 18 KN/m3, concrete weight = 23.5 KN/m3, angle of internal friction of soil = 35 degrees, coefficient of sliding friction (concrete on soil) = 0.6, compressive strength of concrete = 28 MPa;, yield strength of steel = 414 MPa, allowable soil pressure = 220 KPa. 1. Calculate the overturning moment. 2. Calculate the righting moment. 3. Determine the adequacy of the retaining wall against overturning considering a minimum of 1.5 factor of safety. (Stable or Unstable) 4. Determine the adequacy of the retaining wall against sliding considering a minimum of 1.5 factor of safety. (Stable or Unstable)
- If FA = 40 kN and FB = 35 kN, determine the magnitude of the resultant force and specify the location of its point of application (x, y) on the slab.A 4 m x 6 m rectangular footing carries a axial column load of 1000 kN and a couple in both axes as shown below. 1. Which of the following gives the maximum soil pressure at the base? a. 45.78 kPa b. 82.67 kPa c. 58.95 kPa d. 60.23 kPa 1. Which of the following gives the minimum soil pressure at the base? a. 34.45 kPa b. 12.56 kPa c. 19.44 kPa d. 24.37 kPaCalculate the passive earth pressure coefficient for the foundation soil to the right of thetoe of the wall using the Rankine Earth Pressure theory. On Figure 1, sketch the passivepressure distribution and calculate the resultant force(s). Show the resultant, and itslocation, on your sketch.AND Sketch the wall and the distribution of lateral earth pressures resulting from the backfillfor the Coulomb case, assuming good drainage. Call this “Figure 2: Coulomb Active EarthPressures from Backfill.” Calculate the resultant horizontal and vertical forces and addthem to your sketch. Indicate clearly the location of the resultant forces.
- The cross section of a proposed concrete retaining wall is shown in Figure 4. The unit weight of the concrete being 24kN/m3. The soil carries a uniformly distributed load of 40kN/m2 at the top. Given c=0, f=32°, gsoil=17.5kN/m3 and µ=0.5. From the data: Check the stability of the retaining wall against sliding and overturning Determine the maximum and minimum pressure under the retaining wall.2. Still considering Figure FTR 1, estimate the additional stress- es induced by the footing on the mid thickness of each layer using both 2-1 approximation and graphical method as proposed by Boussinesq.A reinforced earth retaining wall will have a height of 10.5 m. (35 ft) In this case: Calculate: tie rods, check safety by turning and displacement stuffed ϒ Ф´ FS (1) 16.5 kn/m3 34° 3 (2) 105 lb/ft3 35° Foundation (2) 18 kn/m3 115 lb/ft3 28° REINFORCEMENT Sv Sh FY tw tf Фk Fs (1) 1.0 m 1.0 m 250 mpa 0.12 m >0.005 25° 3 (2) 4 ft 4.5 ft 36 ksi 4 in > ¼ “ 22°