In engineering, a foundation is the element of a structure which connects it to the ground, and transfers loads from the structure to the ground. Foundations are generally considered either shallow or deep.Foundation engineering is the application of soil mechanics and rock mechanics (Geotechnical engineering) in the design of foundation elements of structures.
3. SPREAD FOOTINGS
Made from reinforced concrete
Square (B x B)-Usually one column
Rectangular (B x L)-When large M is needed
Circular (D/B<3, Rounded)-Flagpoles, transmission
lines
Continuous (Strip)-Support of bearing walls
Combined (Cantilever)-Provides necessary M to
prevent failure. Desirable when load is eccentric and
construction close to property line.
4. MAT (RAFT) FOUNDATIONS
Necessary when the soil is weaker and more
compressible
Since large area is needed from a spread footing, mat
foundation is more economic.
Advantages
Spread the load in a larger area-Increase bearing
pressure
Provides more structural rigidity-Reduce settlement
Heavier-More resistant to uplift
Distributes loads more evenly
5. DEEP FOUNDATIONS
When shallow foundations cannot carry the loads
Due to poor soils conditions
When upper soils are subject to scour
Piles-prefabricated small-size (usually < 2 ft or 0.6 m
diameter or side) poles made from steel (H or pipe
piles), wood or concrete and installed by a variety of
methods (driving, hydraulic jacking, jetting, vibration,
boring)
Drilled shafts-Drilled cylindrical holes (usually > 2ft or
0.60 m in diameter) and filled with concrete and steel
reinforcement
6. SHALLOW FOUNDATIONS
Bearing Capacity
Gross Bearing pressure
q = (P+Wf)/A – u
where Wf =gc*D*A, u = pore water pressure
Net Bearing pressure = Gross Bearing pressure –
Effective stress
q = P/A + gc*D– u SQUARE FOOTINGS
q = P/(B*b) + gc*D– u CONTINUOUS FOOTINGS
7. SHALLOW FOUNDATIONS
Bearing Capacity (Cont’d)
FS bearing capacity = q ultimate / q allowable = 2 to 3
q allowable= Gross bearing pressure
q ultimate = cNc +s’
D Nq + 0.5gBNg
strip footing
q ultimate = 1.3cNc + s’
D Nq + 0.4gBNg
square footing
q ultimate = 1.3cNc + s’
D Nq + 0.3gBNg
circular footingf
See Table 17.1, page 623 for bearing capacity factors (Nc , Nq , Ng
) as
a function of friction angle, f. c = cohesion, s’
D= vertical effective
stress at foundation base level, D (surcharge), g=unit weight of soil
below foundation base level, B=width (diameter) of footing
Effect of Groundwater table (Page 624)
Case1- DW
< D (high water table; use buoyant unit weight)
Case2-D<Dw<D+B (intermediate water table; prorate unit
weight)
Case3-D+B <Dw (Deep water table; use moist unit weight)
8. SHALLOW FOUNDATIONS
Design-Cohesive soils
1. End-of-construction (short term) analysis
2. Calculate q ultimate
3. q allowable = q ultimate / FS bearing capacity
4. Area allowable = P/ q allowable
5. Calculate setllement-
d <d allowable- DESIGN OK
d >d allowable- Consider soil
improvement, deep foundation.
Increasing area will not help, cause
more settlement
9. SHALLOW FOUNDATIONS
Design-Cohesionless soils
1. Drained (long term) analysis
2. Calculate q ultimate
Assume B to calculate q ultimate
3. q allowable = q ultimate / FS bearing capacity
4. Area allowable = P/ q allowable will give you B.
Iterate until B assumed = B computed
5. Check if q allowable is OK for settlement case (usually
at most 1 inch)
10. Deep Foundations Design
Static Analysis:
Qultimate= QEB+QSR (end bearing + shaft resistance)
QEB = qult Ap where Ap is the area of pile tip
qult = c Nc* + s’
D
N
q
*
QSR = SpLf where p= is the pile perimeter, L= pile length, and f =
unit shaft resistance (skin friction) in a layer of soil on the side of
the deep foundation
f= K s’
v tand + ca where K=lateral earth coefficient, s’
v = vertical
effective stress at given depth, d=pile-soil interface friction angle,
ca= pile-soil adhesion in a given soil adjacent to lateral pile surface
Pile load test, dynamic formulas, and wave analysis during driving
are also used to arrive at a reliable pile capacity, Qu.
Qallowable = Qultimate /FS ; typically FS=2 for deep foundations.