Page 343 - Masonry and Concrete
P. 343

Masonry Garden Walls

             342   CHAPTER NINE



                                 The wall should consist of two rows of large stones with their top
                              surfaces tilted slightly downward toward the center of the wall so that
                              they are lower in the middle than at the outside edges. The largest
                              stones should be used for the first course, not only to create a good
                              base, but also to avoid lifting and adjusting these heavy pieces at
                              higher levels. Large stones should form the outside faces of the wall
                              and smaller stones should be used in the middle. A bond stone that is
                              the full width of the wall should be placed every 3 or 4 ft. in each
                              course to tie the two halves of the wall together. Each stone should be
                              chosen for the best fit, trimming and cutting as necessary to make them
                              sit firmly in place, and shimming with small pieces of broken stone if
                              needed. After several courses of stone are laid, the small spaces along
                              the face of the wall are filled in by hammering in small stones. This
                              process is called “chinking,” and helps interlock the wall and tilt the
                              stones inward. The stones in successive courses should overlap the
                              stones above and below to avoid creating continuous straight vertical
                              joints and to produce a stronger wall. Ends and corners should be
                              interlocked to provide stability.
                                 Flat stones of roughly rectangular shape work best for cap stones.
                              The top course should be as level as possible for the full length of the
                              wall, and in cold climates, many masons like to set the wall cap in
                              mortar and fill the joints between cap stones with mortar to keep out
                              some of the rain and snow. Mortar joints in the wall cap should be con-
                              vex rather than concave so they will not collect water.

                              9.6.2 Mortared Stone Wall
                              Mortared stone walls are laid on concrete footings poured below the
                              frost line. Rubble stone walls are laid up in much the same way as dry-
                              stack walls except that the voids and cavities between stones are filled
                              with mortar instead of stone chips. Walls less than 2 ft. in height
                              should be 8 in. to 12 in. thick. Walls up to 4 ft. high should be 12 in. to
                              18 in. thick. Even though mortar provides additional strength for these
                              walls, the same care should be used in selecting and fitting the stones
                              together, saving the largest stones for the base course, the squarest ones
                              for the ends and corners, and the flattest ones for the cap. Stone that is
                              at least roughly squared on all sides will work better than rounded
                              fieldstone or river stone or rubble that is too angular or irregular in
                              shape. Mortared stone walls must have bond stones that extend



                   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.
   338   339   340   341   342   343   344   345   346   347   348