12m Sand 7,-16.5kN/m², o = 30°.q=0 Groundwater table 6m Sand Y, (saturated unit weighi)= 19.2 kN/m² = 35* Frictionless wall
Q: A retaining wall supports a horizontal backfill that is composed of two types of soil. The first…
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Q: Figure 13.7a shows a non-yielding vertical wall retaining a sandy backfill un- derlain by clay.…
A: For sand upto 4 m depth. Since the sand is over consolidated, Ko = K0 normal OCR…
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Q: 1) The fill behind the brickworks retaining wall in Figure 1 has a density of 1800kg/m². A live load…
A: Given data: Density γs=1800kg/m3Density of brickwork γbrickwork=1900kg/m3Coefficient of lateral…
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Q: A cantilever retaining wall of 7 meter height (Fig. Ex. 11.2) retains sand. The properties of the…
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Q: A retaining wall 6m high retains sand with o=30° and unit weight 24 kN/m3 up to a depth 3m from top.…
A: Given data: Soil 1: C=0ϕ=30oγ=24 kN/m3H1=3 m Soil 2: C=20 kN/m2ϕ=20oγ=18 kN/m3H2=3 m
Q: Consider a 4-m-high retaining wall with a vertical back and horizontal granular backfill, as shown…
A: Calculate the passive force under earthquake condition as follows: Ppe=12*γH2*Kpγ(e)*1cosδ'…
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A: For this case we will use standard results of Coulumbs Theory.
Q: Question 2: A gravity retaining wall is shown in figure below. Use ô'=2/3¢', and Coulomb's active…
A: Note: Since you have posted multiple independent questions in the same request, we will solve the…
Q: a retaining wall supports a horizontal backfill that is composed of two types of soil. first…
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Q: 1- Figure below shows a retaining wall. Determine the magnitude of the lateral earth force per unit…
A: Find lateral earth force per unit length in case of 1) at rest and 2) at Active force.
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Q: 4. A retaining wall shown in the figure, determine the Rankine Active force, Pa, per unit length of…
A: Given, There is A frictionless Retaining wall given in the question. Height (H1) = 5ft Total…
Q: Refer to Figure 15.10a. For the braced cut, given H = 8 m; H, = 3 m; y, = 17.5 kN/m³; angle of…
A: Question is based on the braced cut through a wall . Height of wall , sand layer and clay layer are…
Q: A retaining wall 8 m high supports a cohesionless soil having a dry density of 1600 kg/m³, angle of…
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Q: 11.7 A retaining wall is shown in Figure 11.22. Determine the Rankine active force, P, per unit…
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Q: A retaining wall is shown in Figure 11.23. Determine Rankine's active force, Pa, per unit length of…
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Q: Question-5: A retaining wall with a smooth vertical back retains sand backfill for a depth of 6 m.…
A: Geotechnical engineering : Geotechnical engineering is the study of soil behavior under the…
Q: Q.12 Two soil profile are used as backfill defined a retaining wall as shown in figure, where y, is…
A: Given- depth of soil=2 mcohesion c=0unit weights are 18 & 20 kN/m3
Q: Two soil profiles are used as backfill behind a retaining wall as shown in the figure, where y, is…
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Q: For a vertical retaining wall having a backfill of dry sand inclined at an angle of 20° from the…
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Q: Surcharge Sand Groundwater table Sand Y2 (saturated unit weight) Frictionless wall Figure 13.37…
A: Solution for problem 13.13: Using Rankines Passive Earth Pressure Given: γ1 = 16.2 kN/m3; γ2 = 19.9…
Q: 3) A retaining wall is illustrated IN THE Figure. Determine the Rankine active force, (Pa) per unit…
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Q: Problem 6: A 4.5 m high retaining wall is supporting a horizontal backfill having a unit weight of…
A: given , θ=30° Kp =1+sin 301-sin 30 Kp=3 At1: σ = 10 KN/m2 p1 =Kpσ +2CKp = 3(10) +…
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Q: 3. A 6-m-high retaining wall is shown in the following picture , the wall is vertical and…
A: Given data: C=10 kPaϕ=30∘γ=18 kN/m3H=6 m
Q: 11.2 Figure 11.21 shows a retaining wall with cohesionless soil backfill. For cases a through c,…
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Q: It was found that the backfill against a retaining wall (6 meters in height as shown in Figure 3)…
A: Solution-The specific weight (γ)=16kN/m3Water content (w)=5%S=0.12Gs=2.7γw=10kN/m3The Height of…
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Q: Q.9 A smooth retaining wall is 4 m high and supports a cohesive backfill with a unit weight of 17…
A: Given Data: Retaining wall Height = 4 m Cohesive backfill with a unit weight of 17 kN/m3 Cohesion…
Q: A cantilever retaining wall of 7 meter height (Fig. Ex. 11.2) retains sand. The properties of the…
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Q: A cantilever retaining wall of 7 meter height (Fig. Ex. 11.2) retains sand. The properties of the…
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Q: A cantilever retaining wall of 7 meter height (Fig. Ex. 11.2) retains sand. The properties of the…
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Q: b) A 6.1 m high retaining wall consists of 2 layers of soils (Figure QIb). Soil 1 is above the water…
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Q: A retaining wall 8 m high supports a cohesionless soil having a dry density of 1600 kg/m^3, angle of…
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Q: Q1/ In Fig. 1 a retaining wall has a vertical back and is 8 m high. Determine the magnitude and the…
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Q: نقطة واحدة A retaining wall has 8 m high is to support a dry cohesionless sand with an angle of…
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Q: A cantilever retaining wall of 7 meter height (Fig. Ex. 11.2) retains sand. The properties of the…
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Q: A cantilever retaining wall of 7 meter height (Fig. Ex. 11.2) retains sand. The properties of the…
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Q: The following figure shows a section of an anchored retaining wall embedded into a saturated stiff…
A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…
Q: q= 26.36 kPa tttt H = 2 m Y = 19 kN/m? O' = 25° H, = 4 m Ya = 20 kN/m? O' = 30° Base
A: Active earth pressure coefficient; where ϕ=25° Ka1=1-sin251+sin25=0.4 similarly for lower soil…
Q: (4) The backfill behind a retaining wall is clay with a unit weight of 18 kN/m', cohesion of 15 kPa,…
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Q: A7 m high retaining wall retains two sides of soil profile as shown in Figure Q1(c). A uniform…
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Q: A cantilever retaining wall of 7 meter height (Fig. Ex. 11.2) retains sand. The properties of the…
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Q.3. A retaining wall is shown in Figure 2. Determine Rankine’s active force, Pa, per unit length of the wall. Also determine the location of the resultant.
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- Q1- Use Rankıne theory to calculate the lateral earth pressure and determiıne the stability of the cantılever wall, 4 = 20 kPa 0.4 m = 18 kN/m3 O', = 25° 8 = 15° Batter 1:20 6.1 m Backfill - Drainage blanket 1.0 m Y. = 23.5 kN/m³ 0.9 m |-1.8 m-- -3 m- Your = 19 kN/m³ O; = 35° O, = 25° %3D %3D Q2- Existing soilA retaining wall is shown in the Figure below. For each problem, determine the Rankine active force, Pa, per unit length of the wall and the location of the resultant. H 12 m H₁ 4m Surcharge Frictionless wall Sand 71 di =0 Y₁ Y₂ 17 kN/m² 23.2 kN/m² ↓ Groundwater table i(deg) : (deg) 36 42 4 25 kN/m² Sand Ey (saturated unit weight) DE MOITAMINE 72 -0Consider the retaiming wall shown in the Figure below Calculate the Rankine passive force per unit length of the wall and the location of the line of action of that resultant at which it acts on the retaming wall, - 15.72KN/m3 1=30 C1=0 2. WT rsat3D15.72KN/m3 12=26 E C1-10KN/m2 For the frictionless wall retaining a stratified soil and shown in Fig. E3.2, determine: (a) The active lateral earth pressure distribution with depth. (b) The passive lateral earth pressure distribution with depth. (c) The magnitude and location of the active and passive forces. (d) The resultant force. (e) The ratio of passive moment to active moment. 4, - 20 kPa m 7s19 kNms d =250 C-O Yser=20 kNm ダ=30 Hm
- 320 Chapter 5 Distributed Forces 5/177 Calculate the depth h of mud for which the 3-m concrete retaining wall is on the verge of tipping about its forward edge A. The density of mud may be taken to be 1760 kg/m and that of concrete to be 2400 kg/m. Ans. h = 1.99 m %3D 0.8 m 3 m Mud Problem 5/177 5/178 The two hemispherical shells are perfectly sealed1. Determine the following: If w₁=5 kN/m and w₂ = 7 kN/m, Est= 210 GPa, b = 50 mm and h= 150 mm. (BY AREA-MOMEMNT METHOD) O 1.0A = 2. to 3. SB = Wi A 8 m B - 4 m C in in W24. A retaining wall shown in the figure, determine the Rankine Active force, Pa, per unit length of the wall and the location of the resultant. H = 10 ft, H1 = 5 ft, Y1 = 105 Ib/ft? , Y2 = 122 Ib/ft? , 01 = 30° , $2 = 30° Sand H1 Y1 ci = 0 Groundwater table Н Sand Y2 (saturated unit weight) c2 = 0 Frictionless wall
- A 60 cm CI main pipe leads from a reservoir whose water surface is at Elev. 1590 m. Below the ground surface level, the main pipe is horizontally positioned at Elev. 1410 m. Assuming static condition, what is the stress in the pipewall if the wall thickness is 12.50 mm and the soil pressure is 520 kPa? a.18.2 MPa b.32.6 MPa c.20.5 MPa d.28.7 MPaQ/Along flexible strip Looting of 2.5m width having a smooth buse, is subjected to aurilor distributed load of 80 kN/m². Determine the vertical stress intensitres al adepth of 2m below: i) center line of the looting 2:5m (1) at side face of the looting 2m ii) at a point 1-5m, from the side lace t T₂ = = [2 + Sin α cos (d+ 2B)] 옺[a 941. A uniformly thick control gate in a 2 m wide fresh water channel is hinged at A as shown. Determine the weight, W, of the gate so that it will just open when the water reaches a depth of 1.2 m. 2. 8 1.2m o.8m स ् 3
- Assume the base soil and that in front the wall is gravelly sand of Ø = 33 and γ = 18 kN/m3,overlying a soft-clay deposit at 1.0mdepth belowthe base level, as shown in the scheme below. The ground water tableis also located at the same depth. The soft clay has an average c = 20 kPa,Ø= 0 and γ = 17.5 kN/m3. Determine thesafety factor (SF) against a deep-seated shear failure (or rotational instability) for a trial cylindrical slip surface throughthe heel shown in Scheme 5.97. Assume radius of the cylindrical slip surface is 4.33 m, and its centre O located at2.87 m above the foundation level. Use the conventional method of slices (the Fellenius or Swedish solution).A 60 cm Cl main pipe leads from a reservoir whose water surface is at Elev. 1590 m. Below the ground surface level, the main pipe is horizontally positioned at Elev. 1410 m. Assuming static condition, what is the stress in the pipewall if the wall thickness is 12.50 mm and the soil pressure is 520 kPa? a. 18.2 MPa O b. 20.5 MPa O . 28.7 MPa O d. 32.6 MPaHomework