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          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