Chapter 6 Flashcards
Two strategies used to asses soil are
test pits
test borings
test pits depth are
reach a depth up to 8 feet
test borings are used when
are used when a test pit may not reach deep enough
A square pad of concrete that supports a column often reinforced and limited to a relatively small load
Column footings
what type of foundation transfers the weight of the building directly to the soil at the base of the building
Shallow foundation
type of shallow foundation that incudes a wide thick area to distribute the weight of a wall on the bearing soil
Wall footings AKA Strip footings
Footing consisting of layers of beams placed at right angles to each other and usually encased in concrete
Grillage footing
Thick slab beneath the entire area of a building a mat may be several feet thick and heavily reinforced
Mat slab foundation
the weight of the soil removed is equal to the weight of the building, the total weight supported at each soil layer beneath the building remains the same before and after excavation
Floating foundations
Deep foundations take the form of what
Piles or Piers
driven into the ground and support a load by transferring the load either through friction with the surrounding soil or through contact with rock or stable soil layer
Piles
Deep foundation type that uses beams mounted on concrete wedges/blocks to support loads also know as caissons and belled pier is
Pier
a system of upright posts mounted to wedge shaped concrete piers that transfer the weight of the structure to the ground
post and piers
Belled pier is
when a pier is designed with a footing
Materials most commonly used for foundation walls
Concrete and masonry block secured with mortar