Page 346 - Masonry and Concrete
P. 346

Source: Masonry and Concrete






                                                                                     10
                                                                                     CHAPTER










              Retaining Walls












                etaining walls can be used to stabilize an earth embankment and
              Rprotect it from erosion, create terraces in a sloping yard, build a tree
              well, or build raised planting beds. Retaining walls may be built of
              brick, concrete, concrete block, or stone. Some designs incorporate
              reinforcing steel and others rely soley on gravity to resist soil pressures.
              Newer systems of special concrete masonry retaining wall blocks have
              greatly simplified the design and installation of retaining walls, and
              there are a number of proprietary products available.


              10.1    Retaining Wall Types

              Traditional retaining walls are built with steel reinforcing bars embed-
              ded in concrete, grouted between two wythes of solid brick, or grouted
              in the hollow cores of concrete block. A concrete footing anchors the
              wall and resists overturning and sliding forces. This type of wall is
              called a reinforced cantilever retaining wall because the stem of the
              wall is essentially cantilevered from the footing in much the same way
              that a beam might be cantilevered from a column (Figure 10-1). Can-
              tilever retaining walls are rigid structures of solid construction.
              Allowances must be made for expansion and contraction of the materi-
              als and for drainage of soil moisture, which may build up behind the
              wall. The strength of these walls derives from the combination of steel

                                                                                             345
                    Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com)
                               Copyright © 2004 The McGraw-Hill Companies. All rights reserved.
                                Any use is subject to the Terms of Use as given at the website.
   341   342   343   344   345   346   347   348   349   350   351