Page 82 - Handbook of Thermal Analysis of Construction Materials
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64             Chapter 2 - Introduction to Portland Cement Concrete


                                     • Spalling  occurs as a definite depression caused by the
                                        separation of surface concrete.
                                     • Scaling  occurs to a depth of 25 mm from the surface,
                                        resulting in local peeling or flaking.
                                     • Cracking occurs as d- or map-cracking and is sometimes
                                        related to the aggregate performance.

                              Good resistance to frost expansion can be obtained by proper mix propor-
                              tioning and choice of materials. In addition to w/c ratio, quality of aggregate
                              and proper air entrainment, the frost resistance depends on the exposure
                              conditions. Dry concrete will withstand freezing-thawing, whereas highly
                              saturated concrete may be severely damaged by a few cycles of freezing and
                              thawing.
                                     According to many workers, frost damage is not, necessarily,
                              connected with the expansion during freezing of water, although it can
                              contribute to damage. When a water-saturated porous material freezes,
                              macroscopic ice crystals form in the coarser pores and water, which is
                              unfrozen in the finer pores, and migrates to the coarser pores or the
                              surfaces. [30]  The large ice crystals can feed on the small ice crystals, even
                              when the larger ones are under constraint and cause expansion.
                                     Deterioration of plain concrete due to de-icing salts may generally
                              be termed salt scaling; it is similar in appearance to frost action but more
                              severe. Any theory on salt scaling should account for this increased damage.
                              The most widely used test for assessing the resistance of concrete to
                              freezing and thawing is the ASTM test on Resistance of Concrete to Rapid
                              Freezing and Thawing (ASTM C666). The general approach to preventing
                              frost attack in concrete is to use an air-entraining admixture. Tiny bubbles
                              of air are entrapped in concrete due to the foaming action developed by the
                              admixture during mixing.




                              15.0 SEA WATER ATTACK


                                     The deterioration of concrete due to sea water attack is the result of
                              several simultaneous reactions. However, sea water is less severe on
                              concrete than can be predicted from the possible reactions associated with
                              the salts contained in it. Sea water contains 3.5% salts by weight. They
                              include NaCl, MgCl , MgSO , CaSO , and possibly KHCO .
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