A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
This chapter contains sections titled:
Definitions
Failure by local and by general shear
Conditions for general shear failure of soil support of shallow, continuous footings
Simplified method for computing bearing capacity
Conditions for local shear failure of soil support of shallow continuous footings
Distribution of the contact pressure over the base of continuous footings
Bearing capacity of shallow square or circular footings
Bearing capacity of cylindrical piers
Bearing capacity of individual piles
Pile formulas
Dynamic and static resistance of piles
Resistance of piles against buckling
This chapter contains sections titled:
Definitions
Failure by local and by general shear
Conditions for general shear failure of soil support of shallow, continuous footings
Simplified method for computing bearing capacity
Conditions for local shear failure of soil support of shallow continuous footings
Distribution of the contact pressure over the base of continuous footings
Bearing capacity of shallow square or circular footings
Bearing capacity of cylindrical piers
Bearing capacity of individual piles
Pile formulas
Dynamic and static resistance of piles
Resistance of piles against buckling
Bearing Capacity
Terzaghi, Karl (author)
Theoretical Soil Mechanics ; 118-143
1943-01-01
26 pages
Article/Chapter (Book)
Electronic Resource
English
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