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Retaining Walls
                                                                                             353
                                                                            RETAINING WALLS


              concrete masonry cantilever walls will depend on the amount of pre-
              fabricated joint reinforcement used. Figure 10-8 shows maximum joint
              spacing. Joints can also be located so that they form wall panels of
              approximate square shape, so for a 4-ft.-high wall, control joints would
              be located at 4 ft. on center, and so on. This type of spacing will provide
              the greatest protection against random shrinkage cracks forming in the
              wall.
                 The table in Figure 10-9 gives recommended design requirements
              for double-wythe, grouted brick retaining walls up to 4 ft. high. The
              brick should be Grade SW with a compressive strength of at least 5,000
              psi, and the mortar should be Type M. The reinforcing dowels in the
              footing must be located along the center line of the wall so that they
              will fit properly between the two brick wythes. In addition to the steel
              bars required by the tables, prefabricated wire joint reinforcement
              should be installed in the mortar bed joints every 16 in. or 6 courses.
              This will tie the two wythes of brick together, and it will increase the
              strength of the wall. Expansion joints should be located in brick retain-
              ing walls every 16–20 ft. on center. The joint should actually be a com-
              plete separation between two adjacent wall sections, and the joint
              should be caulked with a high-performance exterior sealant. This will
              allow the two sections to expand freely with changes in moisture con-
              tent.

              10.2.3 Drainage and Waterproofing
              Drainage and waterproofing for cantilever retaining walls is similar to
              that required for basements. In this case, the protection is required for
              the wall itself rather than for an occupied space. A buildup of moisture




                Recommended Spacing     Vertical Spacing of Joint Reinforcing
                of Control Joints       None     24 inch    16 inch    8 inch
                                                    1
                Expressed as ratio of     2        2 ⁄2        3         4
                panel length to panel
                height, L/H

                                                                    FIGURE 10-8
              Recommended control joint spacing for concrete masonry. (adapted from NCMA, TEK 10-
              1, National Concrete Masonry Association, Herndon, VA).



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