FOUNDATIONS Flashcards
Gross failure of a foundation
Total ruin by settlement
Differential settlement versus uniform settlement
Building foundation settles unevenly … Building foundation set of the uniformly
What is the main property by which coarse or fine grained particles of earth hold up a building?
Shear resistance. The strength of the individual soil particles and the friction between them.
What does soil pore refer to?
The size of holes between particles.
What is the difference between fictional and highly cohesive soil?
Cohesive soils tend to stick together. You can dig out vertical walls. Moldable when wet.
Frictional depends on friction by particles.
What might you need to engineer in a clay supported foundation in order to prevent expansion from damaging he foundation?
Void spaces
The least predictable soil for supporting a building
Clay
Stability of a foundation means…
It’s ability to retains its structural properties under varying conditions during the lifetime of the building
What is liquefaction, with regards to the earth under a building
A seismic concern, liquefaction is a temporary change from solid to liquid during cyclic shaking
What does it mean to be well graded or poorly sorted?
It means that a course grained soil consists of many sizes of particles
What does it mean to be poorly graded or well sorted?
It means that a course grained soil has a small range of particle sizes
What does it mean to be uniformly graded?
All the particle sizes in a coarse-grained soil are the same
Test pits are possible when the foundation is not less then…
16 feet or 3 m deep
Name for items that will be in the written geotechnical report
- Results of the field tests and laboratory tests
- recommended foundation types
- bearing stresses for the foundations
- expected settlement.
What can you do it for some reason you cannot place the foundation below the level of the frost line?
You have to insulate it in such a way that the soil beneath them cannot freeze
What are ice lenses?
When water migrates upwards, forming six layers of frozen water crystals that can lift foundations by large amounts
The angle of repose is steeper for which kinds of soils? And shallower for which kinds of soils?
Steep for cohesive soils, shallow for fictional soils like sand and gravel
Describe a benched excavation
Tiered
Two methods of shoring.
Soldier beams and lagging, and sheet piling
Slurry walls are usually only economical if they become part of…
The permanent foundations
Tell me how to make a slurry wall.
Place concrete guide wall. Use a clamshell bucket to excavate along the guides while slurry flows in. Place a reinforcing grid. Use a tremie to pour concrete. Tie back as you excavate one side.
What kind of slurry wall has a better surface quality and why?
A precast concrete slurry wall. It is dropped fully into a slurry which includes Portland cement, but coated with and anti-adhering agent. The slurry hardens, and after excavation it is taken off the coated surface.
What is soil mixing? And what are a few reasons to do it?
When you add a substance to soil with augers or paddles rotating on the end of a vertical shaft. You can remediate chemically contaminated soil by adding
Crosslot columns and horizontal bracing support what?
WALERS!
Rakers sit on what?
Heel blocks
Three steps to installing a tieback.
- Drill a hole and place a steel pipe casing.
- Grout prestressing tendons under pressure to anchor them to the soil
- Tension tendons with hydraulic jack an anchor to a waler
When you don’t need to cheating at all, you could use ____ _____ in fractured rock or ____ _____ in particulate soils.
Rock anchors… Soil nails
What are two ways to make sure water does not enter the excavation site (other than a simple sump pump)?
Well points, which depress the water table in the area directly beneath the excavation.
A watertight barrier wall or temporary soil freezing, which must extend it to and in permeable surface below the excavation.
What do tie beams do?
They connect footings in order to avoid differential slippage when earthquake precautions or soil conditions require it
When a footing is at the very edge of the property line you have to do what in order to avoid asymmetrical loading?
You can use the cantilevered footing or a combined footing in order to cut off that footing’s toe