Compute the axial capacity of a drilled shaft in a
cohesive soil profile. The shaft diameter is 4 ft and the length is
65 ft. The soil profile is:
0–15 ft, c=2200 psf, γ=120 pcf
15–30 ft, c 2700 psf, γ=123 pcf
30–55 ft, c 3250 psf, γ=125 pcf
55–100 ft, c linearly varying with depth from 3250 to 4400 psf,
γ=130 pcf
The depth of the water table was 15 ft
Calculate the ultimate axial capacity in tension (uplift)
Compute the axial capacity of a drilled shaft in a cohesive soil profile. The shaft diameter...
2. For the driven pile shown in the soil profile below: Outside Diameter 2 Soft Clay (CL) Inside Diameter 111 Ysa 105 pcf Gu 500 psf, 0 30' Hollow (soil plugged) (Assume NC) Firm Clay (CL) Ya 115 pcf Gu 750 psf, 8 Soil (Assume NC) Note: Pile & soil profile are not drawn to scale 40 Plug a. Calculate the ultimate load carrying capacity of the pile tip (Qp) using Meyerhof's method. Assume that the total vertical stress at...
3. The bearing capacity of shallow foundations (i.e. footings) depends on the soil shear strength (ie. ф and c). The ultimate bearing capacity (qultnei) of the soil is calculated using the following equation: Dr qult.net bearing capacity failure surface i. Frictional resistance along failure surface due to self-weight of soil below footing level footing level. Ny. No, and Ng are dimensionless bearing capacity factors that depend on the ii. Cohesive resistance along failure surface below footing level. iii. Frictional resistance...