ground surface y = 16.5 kN/m3 $ = 30° %3D 3m water table Ysat = 19 kN/m3 $ = 30° 3m
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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 supports a horizontal backfill that is composed of two types of soil. first…
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Q: 16.1 A 5 m high vertical wall retains an overconsolidated soil where OCR = 1.5, c' = 0, 6' = 33°,…
A: As the soil is at rest, hence the at-rest earth pressure coefficient is, Ko=1-sin∅' For the given…
Q: 12. A backfill of a retaining wall consists of y=19 kN/m³ which is 6 m high. Find the total earth…
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Q: A retaining wall is shown in Figure 11.22. Determine the Rankine active force, P, per unit length of…
A: The values and diagram given in the question are as follows: (a) Length of the retaining wall(H)=12…
Q: vertical retaining wall 6m high is supporting a horizontal backfill having a weight of 16.5kN/m3 and…
A: a)Calculating the earth pressure: H1=0 Earth pressure coefficient, Ko=1-Sin 30γH1=1216.5(0)P1=0…
Q: + Analysis of Retaining Walls SIT X. A vertical retaining wall 6 m high retains a horizontal…
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Q: A vertical cantilever wall 6 m high retains soil that has a following properties Unit weight of soil…
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Q: A 4.5 m high retaining wall is supporting a horizontal backfill having a unit weight of 15.7 kN/m³…
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Q: Which of the following most nearly gives the total active thrust on the wall? a. 114.8 kN b. 162.4…
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Q: Problem 3: A vertical retaining wall 6 m high is supporting a horizontal backfill having a weight…
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A: Please refer the attached image for complete solution. THANK YOU !
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A: Given: Internal friction angle = 35° Unit weight = 110 lb/ft3 Height = 18 ft
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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: PROBLEM 2: A vertical retaining wall 6m high is supporting a horizontal backfill having a weight of…
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Q: A retaining wall 6m. high is to support a horizontal backfill. The upper 3m. of backfill has a unit…
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- 0. FIND 1,5m SPOT DEPTH A=10M B=5M C=10 M Q=100 KN A. 2,5m 2MB LII ST 5m TO TAP POINT A 3m .D ImY=15kN/m³ 3 3 Y = 12.5 kN/m²³ 0 p = 150 kPa C₁ = 0.95 kon=0.57 m = 0.4 Y = 27.5 kN/m³ sand 9m Clay Bedrock k 个 3m ↓ 18m ↑ 5m ↓Ray= 97.8553kn Rbx= 73.7132kn Rby= 14.14221 kn this must be the answer show solution pls
- a.) Q=0.56m/s. V=1.16m/s b.)D=420mm. q=5.5x10^-3m^3/s That is the answer need some solutionsH.W2 o HW (2)for fig.below find the average depth of p.p.t use theissen polygon method and r = 6km ? S4€ 108.45 mm 81 81.76 mm 88.5 mm S5 83 76.2 mm S2 95.2 mm R = 6 Km13. A vertical sided rectangular tank ABCD is to be constructed such that sides AB and AD have lengths 60 m and 30 m, respectively. The formation level is to change uniformly from 82 m above datum along AD to 80 m above datum along BC. Readings were taken with a level in the following order: Rod Reading (m) Rod Station BS 1.085 BM near A Elev 87.64 m IFS 2.230 GL at A IFS 2.580 GL at D FS 1.755 GL at E (The intersection of AC and BD) BS 1.595 GL at E IFS 0.995 GL at B FS 1.145 GL at C Estimate the amount of excavation required in the construction of the tank.(GL=ground level)
- QUESTION 2 Given the diagram below, determine the following: 3 m m 2m AD 1.5m -1.5m 15m- 3 kN 3. m A. Vector form of position vector CB (in m). 4 kN 2m92 25° 3.0m 9₁ = 300 kN/m 3.0m A 3.5m Ao₂See figure below Surt Pol Level rectangular channel with d1 = 5 ft d2 15 ft Q/B= 37 8 cfs/ft bed slope 0.0015 Calculate AE-1 distance between 1 and 2 2
- H.W 2 Find the bed width and bed slope of a canal having the following data. Discharge of the canal = 40 cumec Permissible mean velocity = 0.95 m/sec. Coefficient of rugosity, n = 0.0225 Side slope = 1:1 B/D ratio = 6.5 %3D- Find the forces in the members of the space truss shown in Fig. P.4.13; suggested axes are also shown. Ans. OA= + 24.2, OB = +11.9, OC=-40.2. All in kN.Redo Problem 10.1 with the following:Db = 1.75 m γc = 17.8 kN/m3Ds = 1 m γs = 18.2 kN/m3L1 = 6.25 m Φ' = 32°L2 = 2.5 m cu = 32 kN/m2Factor of safety = 4