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© 2014 Foundation Supportworks

®

,

Inc.

All Rights Reserved

p 299

Chapter 4

Miscellaneous Structural Support Products

CHAPTER 4

MISCELLANEOUS STRUCTURAL SUPPORT PRODUCTS

Step 5

- Augered hole is backfilled and compacted

and the sod is replaced

(Figure 4.2.5.a5)

.

Step 6

- Anchors can be tightened at specified

intervals to straighten wall over time, if desired

(Figure 4.2.5.a6)

. Tightening of the anchors

generally occurs during drier seasons of the

year when there is less pressure on the wall and

shrinkage gaps may have formed between the

wall and the soil.

4.2.5.1 Solutions for Extreme Wall

Problems

An owner may wish to have a basement wall or

retaining wall straightened immediately, rather

than follow the periodic tightening procedure.

The soil behind the wall must then be completely

removed down to the footing. With the soil load

temporarily removed, thewall can be straightened.

The Geo-Lock system then stabilizes the wall

against future inward movement. See

Figures

4.2.5.1.a1 and

4.2.5.1.a2

.

Block walls in later stages of distress may

show inward shear movement at the bottom

of the wall. The bottom row of the block wall is

restrained by the basement floor slab while the

wall section above continues to deflect inward.

The movement at the mortar joint between

Figure 4.2.5.a5

Figure 4.2.5.a6

Figure 4.2.5.1.a1

Before: Poured concrete

basement wall severely leaning in at the top

Figure 4.2.5.1.a2

After: Wall is immediately returned to original straight

position after backfill soil is removed and Geo-Lock anchors installed