Page 223 - Masonry and Concrete
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Footings, Foundation Walls, Basements, and Slabs
            222   CHAPTER SIX



                                                            1
                            tightly. Soil particles less than   480 in. are called fines. Laboratory
                            tests of soils containing 56% fines showed moisture constantly rising
                            to the surface and evaporating at an average rate of about 12 gallons
                            per 1000 sq. ft. per 24 hours with a water table as much as 30 in.
                            below the surface. Field tests have also shown that substantial
                            amounts of moisture migrate upward through fine soil even when the
                            water table is as much as 20 ft. below the surface. Figure 6-31 indi-
                            cates the height of capillary moisture rise which can be expected with
                            various soil types. Any basement or slab-on-grade built without pro-
                            tection on moist soil would be exposed to a continuous capillary
                            migration of moisture toward the structure. Since both concrete and





                                                                            BUILDING SLAB





                                                                     VAPOR ONLY
                                                                  LIQUID AND VAPOR
                                                                                           CAPILLARY  RISE

                                                                     SATURATION
                                                                       ZONE

                      CAPILLARY RISE OF MOISTURE
                                                                     WATER TABLE


                             Soil Type     Saturation Zone, ft  Capillary Rise, ft

                             Clay                 5                   8
                             Silt                 5                   8
                             Fine Sand            1-5                 3-8
                             Coarse Sand          0-1                 1-3
                             Gravel                0                   0

              FIGURE 6-31
            Capillary moisture rise. (from Harold B. Olin, Construction Principles, Materials and Methods, Van Nostrand
            Reinhold).



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