Chapter 6 Flashcards

1
Q

Two strategies used to asses soil are

A

test pits

test borings

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2
Q

test pits depth are

A

reach a depth up to 8 feet

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3
Q

test borings are used when

A

are used when a test pit may not reach deep enough

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4
Q

A square pad of concrete that supports a column often reinforced and limited to a relatively small load

A

Column footings

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5
Q

what type of foundation transfers the weight of the building directly to the soil at the base of the building

A

Shallow foundation

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6
Q

type of shallow foundation that incudes a wide thick area to distribute the weight of a wall on the bearing soil

A

Wall footings AKA Strip footings

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7
Q

Footing consisting of layers of beams placed at right angles to each other and usually encased in concrete

A

Grillage footing

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8
Q

Thick slab beneath the entire area of a building a mat may be several feet thick and heavily reinforced

A

Mat slab foundation

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9
Q

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

A

Floating foundations

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10
Q

Deep foundations take the form of what

A

Piles or Piers

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11
Q

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

A

Piles

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12
Q

Deep foundation type that uses beams mounted on concrete wedges/blocks to support loads also know as caissons and belled pier is

A

Pier

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13
Q

a system of upright posts mounted to wedge shaped concrete piers that transfer the weight of the structure to the ground

A

post and piers

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14
Q

Belled pier is

A

when a pier is designed with a footing

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15
Q

Materials most commonly used for foundation walls

A

Concrete and masonry block secured with mortar

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16
Q

closed cell foam used for a growing number of purposes including building insulation properties include rigidity low weight and formability

A

Expanded polystyrene (EPS)

17
Q

construction technique that uses hollow foam blocks with predetermined sizes and shapes the blocks lock together and are filled with concrete to form structural supports

A

Insulated concrete form / ICF construction

18
Q

Types of Settlement movement (3)

A

Settlement- downward movement

Heaving - Upward movement

Lateral displacement- Outward movement

19
Q

The use of permanent supports to strengthening an existing foundation

A

Underpinning

19
Q

4 Causes of differential settlement are

A

Nonuniform soil conditions under the foundation

Footings or different sizes

Footings placed at different elevations

unequal loads on footings

20
Q

Temporary support for formwork or structural components or used to hold sheeting against trench walls

A

shoring