A square column foundation has to carry a gross allowable load of 1805 kN ( FS = 3). Given: D f = 1.5 m, γ = 15.9 kN/m 3 , ϕ ′ = 34 ° , and c ′ = 0. Use Terzaghi's equation to determine the size of the foundation ( B ). The applied load on a shallow square foundation makes an angle of 15° with the vertical.

Q: A 2.0 m wide square foundation is placed at 0.5 m depth in a saturated clay where c = 40 kN/m² and y…

A: Width of the foundation (b) = 2 mDepth of the foundation (h) = 0.5 m Cu = 40 kN/m2Unit weight = 19.0…

Q: Consider a continuous foundation of width B = 1.4 m on a sand deposit with c' = 0, Φ' = 38° and γ =…

A: For the corrections, the depth factor is the important one taken into account. The depth factor…

Q: 12.4

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Q: For a square foundation, according to the information given and the assumption of vertical load, it…

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Q: A 2.0 m wide strip foundation is placed in sand at 1.0 m depth. The properties of the sand are:  =…

A: Calculate the ultimate load-carrying capacity of the strip footing using terzaghi's method,  qu =…

Q: A square column foundation is to be constructed on a sand deposit (C = 0). The allowable load Q will…

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Q: Two continuous foundations are constructed alongside each other in a granular soil. Given for the…

A: The centre to centre spacing for the foundation is at x = 2 m.

Q: A continues foundation with B=2.3m on a deposit of dense sand layer shown with diagram of E, which…

A: Given data Load intensity q=145 kN/m2 Considering the Strain influence method so Settlement, s…

Q: A foundation measuring 1.2 m x 2.4 m in plan is constructed in a saturated clay. Given: depth of…

A: The ultimate uplift capacity of foundations with special reference to transmission tower footings is…

Q: A square foundation must withstand an allowable load of 1805 kN with reliability of 3. With the…

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Q: A 1.5 m wide continuous foundation carries a wall load of 375 kN/m on a clayey soil where y = 18…

A: Width of footing, Depth of footing, Wall load, Bulk unit weight, Cohesion, Angle of friction, To…

Q: 4.6 For a square foundation that is B X B in plan, D, = 2 m; vertical gross allowable load, Qall =…

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Q: A 2m.3m shallow foundation is shown as figure below. If the load eccentricity is 0.1 m, determine…

A: Given -

Q: For an eccentrically loaded continuous foundation on sand, given B = 2.35 m, Df = 1.78 m, e/B = 0.17…

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Q: A shallow foundation measuring 1.75 mx 1.75 m is to be constructed over a layer of sand. Given: D,=1…

A: footing size=1.75×1.75 m Df = 1m N¯60= 10 q=120 kN/m2 To calculate = elastic settlement of the…

Q: Please solve under Geotechnology II.

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Q: rectangular foundation is 3 m x 4m in plan is acted upon by a inclined force of 50 kN at an angle of…

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Q: Question attached

A: Width of footing = B = 2m   Depth of footing = Df = 1m   Unit weight of soil = γs = 19.5 KNm3…

Q: The shallow foundation is shown in Figure 4.24 measures 1.5 m X 2.25 m and is subjected to a centric…

A: Given :

Q: n the following exercise, the load capacity (Qu) per meter of length must be calculated for a…

A: step 1-

Q: Determine the maximum column load that can be applied or 1 1.5 m × 1.5 m square foundation placed at…

A: Dimensions of the square foundation = Depth of the soil = 1 m c' = 10 kN/m2The factor of safety =…

Q: A continuous foundation is shown in Figure is to be constructed on a sand deposit. If the load…

A: the load eccentricity e=0.2 mthe width of foundation B=2 m,the depth of the foundation Df =1.5 m

Q: Refer to Figure 5.2. Given: B = L = 1.75 m, Df = 1 m, H = 1.75 m, γ = 17 kN/m3, c' = 0, and Φ' =…

A: The general bearing capacity equation as modified by Cerato and Lutenegger (2006) for square…

Q: A square column foundation has to carry a gross allowable load of 1805 kN (FS = 3). Given: D = 1.5m,…

A: The values given in the question are as follows: Gross allowable load(P)=1805 kN Factor of…

Q: A square foundation in a sand deposit measures 1.22 m x 1.22 m in plan. Given: D = 1.52 m, soil…

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Q: A square foundation with dimensions 1m × 1m has to be constructed on a dense sand. The unit weight…

A: the ultimate bearing capacity (q_u) of a square foundation on sand is given by:Where: c' = effective…

Q: 5.2 A square column foundation has to carry a gross allowable load of 1805 kN (FS = 3). Given: D,=…

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Q: A square foundation in a sand deposit measures 4 ft x 4 ft in plan. Given: Df = 5 ft, soil friction…

A: Given, Size of foundation = 4ft×4ftDepth of foundation, Df = 5 ftAngle of friction, ϕ = 35oUnit…

Q: A rectangular foundation in a saturated clay deposit measures 1.5m× 3.0m in plan. The data given: Df…

A: Ultimate uplift capacity of the foundation  : Ultimate uplift capacity of the foundation is denoted…

Q: A square foundation with a depth of 1.5 m will carry a load of 3000 kN. Soil has a property index of…

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Q: A square foundation is 3mx3m in plan. The soil supporting the foundation has a friction angle of Phi…

A: A Square foundation of 3mx3m.Friction angle of Phi = 21 degreesC' = 22KN/m2Depth of foundation (Df)…

Q: A square foundation is 1.5 m X 1.5 m in plan. Given the soil properties supporting the foundation…

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Q: Question attached

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Q: " (a) Qu 3 10 B (b) M M → X M₁ Q.₁ (c) M₁ Qu (d) Figure 4.24 Analysis of foundation with two-way…

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Q: 1 kN/m°, c'= 0 and o'= 20°. The water table located at the ground surface. Use 1 bearing capacity…

A: Allowable load = 600Kn Factor of safety = 3  Ysat =21 Kn/m3 C=0 phi = 20  Water table at the ground…

Q: 5.6 For a square foundation that is B X B in plan, D, = 2 m; ver- tical gross allowable load Qall…

A: square footing

Q: A square foundation must withstand an allowable load of 1805 kN reliability of 3. With the given…

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Q: A strip foundation is design to carry 750 kN/m with width of footer 3m, assuming depth of foundation…

A: Objective: To determine the factor of safety against bearing capacity failure.   Given: Load on the…

Q: A square column foundation has to carry a gross allowable load of 1605 kN (FS = 3). Given: Dj = 1.7…

A: To Find :- size of foundation B

Q: Given: A square foundation (4.5m x 4.5m) is founded at 2.4m in a soil with the following properties:…

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Q: A continuous foundation, width B = 1.4 m and Df = 1 m, on a sand clay deposit with c' = 5 kPa, O' =…

A: Solution Given Data B= 1.4 m Df= 1m c'=5 KPa φ'=320 e=0.15 m β=160

Q: A square foundation has to carry gross allowable load of 1805 kN (FS=3). Given: D, = 1.5 m, y=15.9…

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Foundation construction