F2 - Describe Backfilling - LT #7 Flashcards

1
Q

The main advantage of early backfilling is that:

A

The main advantage of early backfilling is that:

Material is easier to stack on-site and access is better around the building.

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2
Q

Mechanical damage is damage caused by:

A

Physical impact from any source.

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3
Q

Before backfilling can start, what must be done?

A

1) Perimter drain system installed
2) Foundation Damp-proofing
3) Placement of underground services

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3
Q

What is the minimum time that concrete foundations should be cured before backfilling?

A

14 days minimum cure time for foundations.

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4
Q

What causes the interior of foundations to be wet?

A

1) Cracked foundation walls
2) Rusted-out form ties
3) Poorly draining backfill

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5
Q

A 10” or larger boulder resting against a foundation wall can cause the wall to crack because the rock causes:

A

Point load against the foundation wall

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6
Q

When backfilling against foundation walls, it is best to:

A

Start with the corners first(they’re generally stronger)

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7
Q

Slab-On-Grade need:

A

Uniformly Dense Base

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8
Q

Why is it good to let the backfill stay in place for a length of time before finishing the grade surface?

A

Backfill will settle naturally and then the surface can be final graded.

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9
Q

Backfilled areas are usually compacted wherever:

A

Concrete walks or driveways will be placed over them.

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10
Q

Typically what is installed on the foundation walls before backfilling begins?

A

Floor system for lateral support.

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11
Q

Form tie ends should be plugged or parged over with:

A

low slump concrete mix of three parts sand to one part cement.

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12
Q

Foundation walls using ICF require protection from:

A

Mechanical damage above grade and require damp-proofing membrane below grade.

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13
Q

Before drainage pipes are installed around the foundation, the foundation wall must be:

A

Damp-proofed with a thick layer of: Bitumen.

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14
Q

What is a drainage mat?

A

Material that will direct moisture or water toward the drainage pipe. A 3/4” thick drainage mat provides an open space for collecting moisture or water to collect.

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15
Q

What material is used for backfilling?

A

Native material is used for backfilling, but many problems can result if material is not free-draining or if it contains large rocks.

16
Q

A good rule for draining against the building is

A

At least 1.8 meters away from the building.

17
Q

Once landscaping is complete, there must be at least:

A

6” of foundation extending above the finished surface, depending on the cladding type.

18
Q

Foundation walls can support big vertical loads but what need supporting them?

A

Floor framing and basement slab

19
Q

Soils containing loam will settle how much?

A

Soil containing loam will settle A significant amount, allowance is made for settling.

20
Q

Backfilling should be done in layers how much?

A

Backfill done no greater than lifts of 12”

21
Q

Backfills must be compacted where there is:

A

sidewalk, step, or driveway to be supported by the backfill, compaction is needed

22
Q

Compacting should be done:

A

Compacting should be no closer than 300 mm from the foundation walls. Watering may be needed if the material is dry.

23
Q

PWF require special care when backfilling, lateral pressures cannot exceed:

A

Equivalent to a fluid pressure of 4.7 KPA per metre of depth unless Engineered

24
Q

The material used for backfilling PWF should be:

A

Well-draining granular material (sandy gravel or gravel) that is free of rocks and boulders.

24
Q

Impervious material is used to provide a cap on the backfill to try to keep the rainwater from:

A

Impervious material is used to provide a cap on the backfill to try to keep the rainwater from:

Entering the porous layer and adding to the drainage load

24
Q

Finish grade must be sloped away from the building in all directions, if the lot is slipping what should be graded into the site:

A

Finish grade must be sloped away from the building in all directions, if the lot is slipping what should be graded into the site:

A swale should be graded into the site to direct the surface away from building.

25
Q

Bedding sand is required to be:

A

Bedding sand is required to be 4 “ thick below piping after compaction. 6” over rock.

26
Q

Interior backfill material must be a mineral soil with:

A

Interior backfill material must be a mineral soil with Good compaction properties. 6” lifts and compacted between lifts.