Foundation BXL Df Ao Soil u, = Poisson's ratio E, = modulus of elasticity H %3D
Q: A cohesive soil deposit is considered soft if the unconfined compression strength in kPa is between…
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Q: A foundation carries uniform loads as shown. Determine the value of w (in kN/m). 70 kNm 4m
A: Loading applied at top = 70 kN/m * 2 Reaction force applied by soil = w kN/m
Q: Solve the attached question
A: Solution; (a) At top of the clay: σ'0=6.25*20+1.25(22-10)σ'0=140 kPaAt bottom of the…
Q: The shear strength is more for a) Cohesive soil b) Non cohesive soil c) Frictionless soil d) Dust
A: Shear strength is more for cohesive soil . This is because of cohesion value . Shear…
Q: The foundation soil at the toe of grains is 2.70. To assure saf must not exceed 25% of the
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Q: A granular soil deposit is considered stiff if the unconfined compressive strength is between. 25-80…
A: LIES BETWEEN (150-400) KN/M^2
Q: A foundation carries uniform loads as shown. Determine the value of w (in kN/m). 70 kNm 70kNm…
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Q: A strip foundation is to be built on a clay slope. The setback of the foundation from the edge of…
A: Given data - Setback of the foundation from the edge of the slope is = 0.8m The height of the slope…
Q: A flexible foundation is 2 m x 4 m rests on granular soil at ground level. It carries a uniformly…
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Q: Circular rigid foundation having a diameter of 20m is resisting a load of 110kPa. The foundation…
A: Given: Foundation diameter, B = 20 m Resistance load, q = 110 kPa Elastic modulus of soil, Es = 30…
Q: A foundation carries uniform loads as shown. Determine the value of w (in kN/m). 70 kN]m 70 kNm 円門 W…
A: Total loading from the column must be equal to the reaction loading from soil.
Q: Q3. A mat foundation is shown in figure below. The design considerations are L 12 m, B -10 m, Df =…
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Q: Uniform sandstone formation has a grain diameter (0.00415) cm and free zone indicator 0.0247 um.…
A: Given d=0.00415 cmFZI=0.0247μm
Q: 1. Briefly explain the effects of the following factors on the bearing capacity of soil. (a) Width…
A: As per company guidelines we are obliged to answer only one question at a time. Please ask remaining…
Q: The foundation (base) of a long retaining wall is required to support the load (including…
A: Given: The unit weight of the soil is 18 kN/m3. The groundwater is 18 m below. The width of the…
Q: Subject : Geotechnical Engineering Df=5ft, B=2ft, H=10ft, and Es=5000 psi, q=200 psf Determine…
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Q: Uniform sandstone formation has a grain diameter (0.00415) cm and free zone indicator 0.0247 um.…
A: Given : A uniform sandstone formation having grain diameter 0.00415 cm Free zone…
Q: A 300 mm thick footing slab supports a 300 mm thick concrete wall carrying uniform service dead load…
A: To Find :- effective net soil bearing capacity qe Given data :- Depth of footing base from ground…
Q: Two footings rest in layer of sand 2.7m thick. The bottom of the footings are 0.9m below the ground…
A: The foundation of your house is a critical part of its structure as it helps to distribute the load…
Q: A foundation carries uniform loads as shown. Determine the value of w (in kN/m). 70 kNm W. 4m 2m
A: We are required to find the value of w
Q: Two footing "A" and "B" rest in a layer of sand 2.7 m thick. The bottom of the footings are 0.90m…
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Q: Briefly explain the effect of following factors on the bearing capacity of soil I. Width of…
A: Effect of width of foundation and cohesion on bearing capacity of soil
Q: 1. Two footing "A" and "B" rest in a layer of sand 2.7 m thíck. The bottom of the footings are 0.90m…
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Q: Following Newmark example given in the image below, repeat the same considering loading at the…
A: Given, L=B=Z=5 Influence value =0.005 for σ at centre
Q: The capacity of a Shallow foundation directly depends on (choose all that apply): -Depth of the…
A: The factors that affect capacity of soil are discussed in next step.
Q: An office building is to be supported on 150 ft : 300 ft mat foundation. The sum of the columnloads…
A: The given data is: Dimension of foundation=150 ft*300 ft Total load=90000 k Total settlement=1.8 in…
Q: How does the shear strength and resistance to compression are related to the density of the soil?
A: The shear strength depends on dry density and void ratio for a given material which is altered by…
Q: Cohesionless soil Unit weight = y (or density = p) e=0 8' (angle of wall friction)
A: Coulomb's active force Pa per unit length of the wall for the following cases (a) H=4.57…
Q: For a strip foundation, the width is 1.2m, buried depth is 1.2m, the standard value of the load…
A: The given data is shown below: Width=1.2 mDepth=1.2 mFk=155 kN/mγ=18 kN/m3fak=155 kPaEs=8.1 MPaγ=19…
Q: A rectangular foundation has a dimensions B=1 m, and L=4 m, the depth of foundation Df=2.2 m, the…
A: Given data: B=1 mL=4 mDf=2.2 mγ=16.1 KN/m3 c=15 KN/m2Nc=10.16Nq=2.98Nγ=0.69 Fs=3
Q: Uplift pressure under the -foundation:a-b-c Increase foundation stability. O Increase soil…
A: Uplift pressure under the foundation is the dis stabilising agent which decreases the stability of…
Q: 600 kN A vertical column load, P=600 kN, is applied to a rigid concrete foundation with dimensions…
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Q: a. A layer of sand, of saturated unit weight overlies a layer of clay, of saturated unit weight. A…
A: It is asked to draw the soil profile in detail mentioning soil and foundation details.
Q: For the footings shown in figure, calculate the increase in stress at point (A) at the depth of (3…
A: Given data Line load Circular load Strip load I ll use Boussinessq's equations to solve it.
Q: a. A layer of sand, of saturated unit weight overlies a layer of clay, of saturated unit weight. A…
A: It is required to find the consolidation settlement at center of clay layer after drawing the soil…
Q: Uplift pressure under the -foundation:a-b-c Increase foundation stability. O Increase soil…
A: Given data in question Uplift pressure Foundation To find out Which one is the correct
Q: Describe briefly about the shear strength of the soil.
A: Shear strength of soil is constituted by Structural resistance due to interlocking Frictional…
Q: 2- Determine the stress increase below the center of the footing using both theoretical and…
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Q: Two footing "A" and "B" rest in a layer of sand 2.7 m thick. The bottom of the footings are 0.90m…
A: The development of footings is best passed on to the aces that can survey the dirt conditions and…
Q: Part в D, Foundation type 28.75 kN/m 17.29 kN/m Continuous 17 kN/m 16.5 kN/m a. 1.22 m 0.91 m 25° b.…
A: Calculate the bearing capacity of continuous footing, qu=C'Nc+γDNq+0.5γBNγ C - Cohesion = 28.75…
Q: For most practical problems, how does the effective stress in cohesionless soil calculated/
A: Effective stress ( σ') : It is the difference of Total stress (σ) and Neutral stress or Pore water…
Q: Figure 5.16 shows a foundation of 6.25 ft x 10ft resting on a sand deposit. The net load per unit…
A: Answer Based on the given equation 5.33 and 5.41 and data for elastic settlement we need to find α,…
Q: Q 1) A concrete foundation rests on the surface of a soil mass. Determine the vertical stress…
A: Finding out vertical stress.
Q: The mat foundation shown in Figure 1 has dimensions of 60 ft x 100 ft. The total dead load and live…
A: Given Data: The dimension of a mat foundation is, A=60 ft×100 ft The total load on the mat…
Q: [To constructure a composite foundation with sand column with the property of sand as follows: the…
A: Given, d = 650 mm or 0.65 m Gs = 2.43
Q: A footing 2.5 m wide x 2.5 m long and 0.45 m thick carries a square column 0.50 m x 0.50 m on its…
A: ANSWE(1). Ultimate moment = 360KN-m (2). Critical Wide beam shear stress = 0.475 mpa (3).…
Q: When does the no-support condition exists in quicksand?
A: Quicksand is a colloid comprising of fine granular material, (for example, sand, residue or mud) and…
Q: Effective Stresses in Soil Problem 3. A 4m thick of clay is overlain by 4m thick of sand. The ground…
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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
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- 2. For a certain soil profile, a uniformly distributed load, ΔP = 50kPa, is applied at the ground surface. Assume CS = 0.20CC. Take e = 0.95, LL = 50, height of clay layer = 8m and PO = 136.9kPa. Determine the settlement of the clay layer caused by primary consolidation if:a. The clay is normally consolidated. b. The preconsolidated pressure PC is 210kPa. c. The preconsolidation pressure PC = 150kPa.For a normally consolidated insensitive clay ∅_CD = 30°. Deviator stress at failure of the same soil is 250 kN/m2 in CU test. If Skempton’s A-parameter at failure is 0.62, find out the confining pressure during the consolidation state. Show free body diagram a.260 b.250 c.270 d.280A rectangular footing (4.89 x 4.38 m.) is placed 1.21 m. below the ground surface. The soil arrangement is composed of sand (ground) for the first 6.52 meters and followed by clay for the next 6.98 meters. The force acting on the footing is 10,293 kN. Determine the resulting stress increase at the midheight of the consolidating layer in kPa. Assume a 2V:1H pressure diagram. Unit weight of sand = 16.1 kN/m3. Unit weight of clay = 18.7 kN/m3. Use stored value. Answer in five decimal places.
- The soil profile at a site consists of 10 m of gravelly sandunderlain by a soft clay layer. The water table lies 1 m belowthe ground level. The moist and saturated unit weights of thegravelly sand are 17.0 kN/m3 and 20.0 kN/m3, respectively.Due to some ongoing construction work, it is proposed tolower the water table to 3 m below the ground level. Whatwill be the change in the effective stress on top of the softclay layer?For a normally consolidated insensitive clay ∅_CD = 30°. Deviator stress at failure of the same soil is 250 kN/m2 in CU test. If Skempton’s A-parameter at failure is 0.62, find out the confining pressure during the consolidation state. a. 260 b. 270 c. 280 d. 250Determine the consolidation settlement ofthe 4-m thick clay layer shown in the figurethat will result from the load carried by thefooting measuring 3 m x 1.5 m in the figure.Assume the clay to be normally consolidatedand the load of footing results to an increasein pressure of 23.2 kPa, 12.22 kPa, and 6.1kPa at the top, mid-height, and bottomportion, respectively of the clay layer.a) Calculate the overburden pressure at thebase of the footing in kPab) Calculate the initial effective stress at themid-height of the clay layerc) Calculate the consolidation settlement ofthe clay layer
- A rectangular footing (4.14 x 4.43 m) is placed 1.38 m below the ground surface. The soil arrangement is composed of sand (ground) for the first 6.29 m and followed by clay for the next 5.94 m. The force acting on the footing is 10581 kN. Determine the resulting stress increase at the midheight of the consolidating layer in kPa. Assume 2V:1H pressure diagram. Unit weight of sand = 16.8 kn/m3. Unit weight of clay = 18.4 kn/m3Q : For the soil profile shown in figure .if a uniformly distributed load, 100 KN/m2, is applied at the ground surface, what is the settlement of the ciay layer caused by consolidation if Ao — 100 KN/m? * 2m » 8 e P u PA 3.0 m thick singly drained normally consolidated claylayer has eo =0.89, Cc = 0.46, and cv =3.5 m2/year. Theeffective overburden pressure at the middle of the layeris 105.0 kN/m2. It is proposed to build a large warehousethat is expected to impose a pressure of 50.0 kN/m2 at theground level. What would the primary consolidation settlement be?
- The profile at a site consists of 5 m of sand overlying 10 m of compressible clay, which in turn overlies a dense sand. The water table is at the top of the profile. The total unit weight of the top sand is 19 kN/m3, and that of the clay is 18 kN/m3. The cv of the clay is estimated to be 5 x 10-3 cm2/sec. Initially the clay is normally consolidated. It is planned to place a temporary fill that will exert a vertical load of 200 kPa over the entire site. How long must the fill be in place so that, after it is removed, the maximum past pressure at every point in the clay is at least 50 kPa larger than the vertical effective stress that existed before the fill was placed?In the field, a soft normally consolidated clay layer exists for athickness of 20m. The natural water content, specific gravity ofsolids and the liquid limit of the clay are 40%, 2.7 and 60 %respectively. The ground water table is at the surface and thesaturated unit weight is 19.80 kN/m3 . The vertical stress increment at the center of the clay layer due to the foundation load is 10 kN/m2 . Estimate the settlement of the foundationA 5.1 m thick clay soil with a current overburden pressure of 89 kPa is going to experience an additional stress of 89 kPa after a new structure is built. If it was determined that the clay is normally consolidated has an initial void ratio of 1.2, a recompression index of 0.07, and a compression index of 0.47. Determine the total amount of settlement that is expected to occur. Provide your answer in meters to 3 decimal places.