H, - 4 m e- 0.6 G, = 2.65 Groundwater table H; = 3 m e- 0.52 G, = 2.68 C. ーミーーミー

Q: 4- Refer to Figure below. If H1=3 ft, H2=4.5 ft, h=1.5 ft, ysa=118.9 lb/ft³, area of the tank=6.25…

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Q: Why do we need to subtract 112.4 - 64.2 in the initial effective stress at the middle of the clay…

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Q: 5. The ground conditions at a particular site are as follows: Description of stratum Made…

A: I am solving the only question no 5 here, kindly resubmit the question for part 6.

Q: B) ) A river bed consists of sand layer overlying impermeable rock; the depth of water is in river…

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Q: Yu = 10 k N/m? J = 14 kN/u² clay Osat = 15,5 kN/ms Diagram 2 GWL -2.00 r = 16 kN/m³ sand I sut =…

A: Total stress = Y*h Pore pressure=Yw*h Effective stress = total stress-pore pressure

Q: a b SOIL e

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Q: Calculate and plot the values of stresses (o ,U and o') with depth Layer No. Thickness (m) Unit…

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Q: a. Compute the effective stress at C in kPa b. Compute the critical hydraulic gradient 0.70 m hc h2…

A: solution  Find the saturated γsat= γw(G + e) 1+e=9.81(2.719+0.510)1+0.510=20.977where  γw = unit…

Q: A flexible circular area is subjected to a uniformly distributed load of 150 kN/m2 (Figure 6.2). The…

A: stress by boussinesq's equation is given below ∆σz=q1-11+r2z23/2whereq=uniformly distributed load…

Q: م السبت ۲۹ مابو تحریر For the stressed soil element shown in Figures below.Find major principal…

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Q: The soil in the cylinder is saturated and the water level is at A. The effective stress at A is…

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Q: Q2/ For the soil profile, find the: 1- Total pressure (o.). 2-Pore water pressure ou (u). 3-…

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Q: what is the stress in the pipewall if the wall thickness is 12.50 mm and the soil pressure is 520…

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Q: Q2 The figure below shows the stratum of soil and loading condition, Calculate the followings for…

A: Answer We know that effective stress is given by Effective stress(σv') = Total pressure(σ) - Pore…

Q: 3. For the system shown, L = 1.20m, h = 2.30m, and y = 1.90m. What is the effective stress at point…

A: Given data in question  Downward flow condition  Dimensions  Saturated unit weight Head loss To find…

Q: 9. Acylindrical tank has an inner radius ofr = 1.5m and length of L = 3m, if it subjected to an…

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Q: Continuation from Question No.6: Determine the stress in member dg. 13.33 kN (T) B) 21.33 kN (C) C)…

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Q: 6-0 Water > Sand -22 h₁ h₂ A: 0⁰⁰⁰ 8 J 0⁰⁰

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Q: Consider the figure shown: (65.73, 19.45, 1.13, 1.37) 0.70m 0.28 2im Soit çe-o.52) 3m Ga'- 2.72 n…

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Q: If there is a layer of sand (lower layer) under artesian pressure (causes upward flow), calculate…

A: Given data:γsat,clay=120 lb/ft3γw=62.43 lb/ft3H=?

Q: H₂ H₂ B un Zone of capillary rise G₂ = 2.65; e = 0.5 Degree of saturation=S= 50% Sand Saturated clay…

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Q: foundation soil is 0.45.

A: Given:- Specific weight of concrete = 150 lb/ft3Coefficient of friction between base and foundation…

Q: QUESTION 6 A 12 inch Schedule 80 natural gas pipe running along the sea-bed at a depth of 7522 ft…

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Q: 4) The utility has decided to build a transformer pad at the same site as the previous question. The…

A: Comment -As per our policy, we cannot answer all multiple subparts,  Since your question has…

Q: The soil in the cylinder is saturated and the water level is at A. The effective stress at A is…

A: Given  Saturated unit weight = 20Kn/m3  Dry unit weight = 16 KN/m3  Unit weight of water = 9.8KN/m3

Q: A concrete dam retaining water is shown in Fig. 4-6a. If the specific weight of the concrete is 23.5…

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Q: A 1.2 m tall, 203mm wide concrete retaining wall is built as shown. You have been told that the…

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Q: T T Yw =1- m3 Yc = 2.4 m3 (Note T is ton ) H = 0.60 (coefficient of friction between the base and…

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Q: A sand layer lay over a clay stratum is 5 m in depth, as shown below. The water is 2.5 m below…

A: Given data : γSat=18 KN/m3γdry=12 KN/m3γw=10 KN/m3

Q: Q2/ For the soil profile, find the: 1- Total pressure (o.). 2-Pore water pressure ou (u). 3-…

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Q: H 10m 6m SATURATED CLAY Yo=19 kN/m A 2.5m SAND A175 kN/m Calculate the max. depth of cut H, that a)…

A: Given:-

Q: ile of Sm the load. 5-11 A uniform surface load of 220 kPa is applied over the area shown below.…

A: Given Data: The uniform surface load is, q=220 kPa   To Determine: The stress increase in soil due…

Q: Fground surface Y-15.6 kN/m Year-16.6 KN/m 4 m waler table Clay 5 m Y=17,8 kN/m Compute the…

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Q: 1.5m 0.70 H20 Sand 1.2 e=0.50. 1.0 B valve орen flow

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Q: Example 6 A 60 cm diameter rough pipe carries water. The velocity at 4 cm from the pipe wall is…

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Q: plase help question is clear please dont other answer for question A flexible rectangular area is…

A: Given data in question  Dimensions Depth Stress To find out  Increase in effective vertical stress…

Q: Please give proper solution other wise skip I want to learn. A Masonry dam 8 m high, 1.5 m wide at…

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Q: Figure B: Stress diagram Total Stress (o) Pore Water Pressure (u) Effective Stress (o') 26.2 kPa…

A: To calculate tha pore water pressure-

Q: Q3- A raft foundation (12 * 8) m carrying a net pressure of 183 kN/m² is located at a depth of 3.8 m…

A: Given:- The dimension of the raft foundation = 12 m × 8 m The net pressure on the foundation = 185…

Q: R-1: For the following soil system determine the effective stress and pore-water pressure at the…

A: Saturated unit weightγsat=18 kN/m3 Unit weight of water γw=10 kN/m3

Q: A soil profile consists of a clay layer underlain by a sand layers as shown. A tube is inserted into…

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Q: shown in figure (not to scale). A large embankment table (GWT) is located at the surface of the clay…

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Q: A compressive load P=60kN is applied to the surface of a soil. o Find the vertical compressive…

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Q: 3. At a different location in the Chesapeake, the same u-=4.4 cm/s and z,=3.1 cm were measured. At…

A: This study presented estimations of the bed shear pressure related with the three layered limit…

Q: Q1: For the subsoil condition shown in the figure below: A: Draw the total stress, effective stress,…

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Q: Q2/ For the soil profile, find the: 1- Total pressure (o.). 2-Pore water pressure ou (u). 3-…

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Q: A. Compute the effective stress at the bottom of the clay. B. If the water table rises to the level…

A: Given data in question.  Unit weights Depths Water table  To find out  Effective stress at bottom

Q: v; = D1): (A): Explain the factors that the coefficient of permeability depend on. v (B): Prove…

A: A.  Explain the factors affecting Permeability. B.  To Prove Vs = V/n

Q: An open top standpipe as shown has d = 2.5 m and 30 mm wall thickness. Determine the height ? (??…

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Q: Refer to the elog o' curve shown in Figure 8.12. a. Determine the preconsolidation pressure, o. h…

A: Given,  It is e log graph.  Our aim is to calculate,  1.pre consolidation pressure 2.compression…