Foundation i need the answer quickly Inclined load on the vertical axes 27 degree. The load...
Foundation
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square footing over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). Undrained shear strength is equal to 120 kN/m2. The factor of safety is 3. At the end of construction, the factor dc is equal to Select one: O a....
14 Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square foot (B= 2 m) over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). The friction angle is equal to 29 from CD test. The factor of safety is 3. The factor dg is equal to ut of Select one:...
Foundation
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square footing over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=265 and water content 0.471). Undrained shear strength is equal to 120 kN/m2. The factor of safety is 3. At the end of construction, the factor de is equal to Select one: a. 1.2...
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square foot (B-2 m) over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G-2.65 and water content=0.471). The friction angle is equal to 29 from CD test. The factor of safety is 3. The factor Sg is equal to Select one a. 0,6 O b. 1.15...
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square foot (B= 2 m) over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). The friction angle is equal to 29 from CD test. The factor of safety is 3. The factor iq is equal to Select one: a. 0.6 b....
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Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square footing over silty sand with capillarity The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content=0.471). Undrained shear strength is equal to 120 kN/m2. The factor of safety is 3. The net ultimate bearing capacity kN/m2 in short term analysis is equal...
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square footing over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). Undrained shear strength is equal to 120 kN/m2. The factor of safety is 3. At the end of construction, the factor dc is equal to
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Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square footing over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G=2.65 and water content =0.471). Undrained shear strength is equal to 120 kN/m2. The factor of safety is 3. At the end of construction, the factor ic is equal to Select one: 0 a....
Inclined load on the vertical axes 27 degree. The load is 300 kN/m2 applied to square foot (B=2 m) over silty sand with capillarity. The water table located at the base of foot. The saturated unit weight above the base is 20 kN/m3, and below the base (G#2.65 and water content=0.471). The friction angle is equal to 29 from CD test. The factor of safety is 3. The factor Ng is equal to Select one: a. 13.58 b. 16.44 C.5.14...
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Q1. A load of 630 kN/m is carried on a strip footing 3 m wide at a depth of 1.5 m in a stiff clay with saturated unit weight 21 kN/m, the water table being at ground level Determine the factor of safety with respect to general shear failure (a) whe105 kN/m, and φ,-0°, (b) when c' = 10 kNm, and = 28。 13.0, 3.5]...