Principles of Geotechnical Engineering (5th) Ed - Problem 15.1
Determine gross allowable bearing capacity. Use Terzaghi's bearing capacity factors.
Part A Given: soil unit weight = 120 lb/ft^3, c'=0, angle degrees = 40, Df = 3ft, B = 3.5ft
My approach:
Eq. 15.12: qu = (1.3 * c * Nc) + (q * Nq) + (1.4 * unit weight * B * Nunitweight)
Table 15.1 (Terzaghi's Bearing Capacity Factors) for given degrees:
Nc=95.66, Nq=81.27, Nunitweight=115.31
qall = qu / Fs, where Fs=4
qu = 48,629 lb/ft^2
qall = 12, 157 lb/ft^2
For part 15.1a I get 12,157 lb/ft^2; however the solutions indicate 13,368 lb/ft^2. I'm off on all subparts of this problem. Any thoughts? Are these type of problems representative of AM Breadth Geotech Problems?
Thanks in advance.
Determine gross allowable bearing capacity. Use Terzaghi's bearing capacity factors.
Part A Given: soil unit weight = 120 lb/ft^3, c'=0, angle degrees = 40, Df = 3ft, B = 3.5ft
My approach:
Eq. 15.12: qu = (1.3 * c * Nc) + (q * Nq) + (1.4 * unit weight * B * Nunitweight)
Table 15.1 (Terzaghi's Bearing Capacity Factors) for given degrees:
Nc=95.66, Nq=81.27, Nunitweight=115.31
qall = qu / Fs, where Fs=4
qu = 48,629 lb/ft^2
qall = 12, 157 lb/ft^2
For part 15.1a I get 12,157 lb/ft^2; however the solutions indicate 13,368 lb/ft^2. I'm off on all subparts of this problem. Any thoughts? Are these type of problems representative of AM Breadth Geotech Problems?
Thanks in advance.