rectangular footing 6 m x 3 m carries a uniform pressure of 300 kN/m² on the surface of a soil mass. Determine the vertical stress increase at a depth of 5 m below the surface on the centerline 1.0 m inside the long edge of the foundation. a. 62.17 kPa b. 54.67 kPa  C. 81.35 kPa d. 88.88 kPa e 74.16 kPa

Q: A long foundation 0.6 m wide carries a line load of 100 kN/m. Calculate the vertical stressi ncrease…

A: solution given line load q = 100Kn/m given point x = 2.5mz=1.5mthe increase in verticle stress due…

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Q: A 6 m. x 9 m. rectangular foundation carrying a uniform load of 288 kPa is applied to the ground…

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Q: 9.3 Given: T-shape foundation as shown in figure is loaded with a uniform load of 120 kN/m².…

A: T shaped foundation loaded with uniform load q = 120 kPa

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A: 1. Determine footing sizes: Assume a footing depth, d=8" net soil bearing capacity,…

Q: A 4.5m square foundation exerts a uniform pressure of 200kPa on a soil. Determine (i) The vertical…

A: Given Data:Size of footing = 4.5×4.5 Pressure = 200kpaIt is asked to find vertical stress at:(i)…

Q: The 6m x 9m rectangular foundation shown cariies a uniform loau of 325 kPa. a. Compute for the net…

A: aDivide the rectangle into 4 parts b=92=4.5L=62=3mm=bz=4.56=0.75n=Lz=36=0.5Using graph…

Q: A 4.5 m square foundation exerts a uniform pressure of 200kN/m2 on soil. Determine; i. The vertical…

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Q: 8. A loaded footing ABCD with q = 200 kN/m² on the ground is shown in the figure below. Compute Aoz…

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Q: Subject : Geotechnical Engineering Df=5ft, B=2ft, H=10ft, and Es=5000 psi, q=200 psf  Determine…

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Q: A circular ring type foundation for an overhead tank transmits a contact pressure of 300 kN/m2 is…

A: To determine the vertical stress at given depth due to the circular ring type foundation.   Given,…

Q: A rectangular footing 6 x 3 m carries a uniform pressure of 300 kN/m 2 on the surface of a soil…

A: A rectangular footing dimension 6m x 3 m.   Uniform pressure = 300KN/m2   Vertical stress at a…

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Q: A 4m x 5m rectangular footing resting at ground level carries a uniform load of 550 kPa. Compute the…

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Q: A 4-m square footing is shown in figure B which supports a load Q = 5000 kN. In this problem H1 = 8…

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Q: A clay sanitary pipe is located at a point C below the footing shown below. Determine the increase…

A: First we summarise the given data : z = 5 feet UDL q = 1800 psf To Find : Determine the increase in…

Q: A 8 m layer of sand, of saturated unit weight 22 kN/m3, overlies a 6 m layer of clay, of saturated…

A: Given  Draw the soil profile with soil properties as below. Applied to the initial effective…

Q: a 6m square foundation exerts a uniform pressure of 300kPa on a soil.Determine a.vertical stress…

A: To Determine Vertical stress increments due to the foundation load to a depth of 10m below its…

Q: A footing of size 2mx 2m transferring a pressure of 200 kN/m², is placed at a depth of 1.5 m below…

A: Given : Size of footing =2m×2mPressure on soil=200kN/m2Depth of footing or depth of soil…

Q: -9m- -18m- 9m 13.5m

A: We will solve this question in step no.2

Q: A rectangular footing 6 x 3 m carries a uniform pressure of 300 kN/m2 on the surface of a soil mass.…

A: Given  The dimensions of the footing, let us draw the top view of the footing anf the point A

Q: A rectangular foundation 6m x 12m carries a uniform pressure of 150 kN/m2 near the surface of a soil…

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Q: 2- Determine the stress increase below the center of the footing using both theoretical and…

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Q: A 6 m x 9 m rectangular footing xarrying a uniform of 288 kPa is applied to the ground surface..…

A: ASKED: To determine the total vertical stress below the center of the rectangular footing at the…

Q: H+ M 1m QUESTION 2: Check if the base area of 2m x 2m is adequate for the footing under the loading…

A: Base area of 2m×2m Allowable soil pressure= 0.25 Mpa= 250 kN/m2 N= 900 kN M= 150 kNm H= 75 kN

Q: 4. A square footing having a dimension of 3 m x 3 m carries an axial load of 1500 kN. The bottom of…

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Q: A square footing 3 m x 3 m is supporting an axial load of 650 kN. The weight of the soil is aasumed…

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Q: The plan of a rectangular foundation shown in figure transmits a uniform contact pressure of 120…

A: We have to determine the value of vertical stress induced by the loading of 120 KN/m2 at point B…

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.