Page 139 - Handbook of Thermal Analysis of Construction Materials
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122                           Chapter 3 - Formation and Hydration


                                     The application of DTA to various binary, ternary, and quaternary
                              systems of relevance to cement chemistry has been discussed in a book by
                              Ramachandran. [1]




                              9.0    DURABILITY ASPECTS


                                     Concrete may deteriorate if adequate precautions are not exercised
                              to protect it from adverse effects that could result from exposure to natural
                              or artificial conditions. Several physical, chemical, and electrochemical
                              processes are known to induce cracking of concrete. Concrete can have
                              durability problems as a consequence of its exposure to sea water, sulfates,
                              chlorides, freeze-thaw action, carbon dioxide, etc., or when it is attacked by
                              artificially induced processes such as exposure to acids and salts in
                              chemical plants or to fire. In recent years, a new type of durability problem
                              was encountered that involved use of steam cured concrete products. The
                              distress was caused by the formation of delayed ettringite. If the raw
                              materials in concrete are not carefully controlled, there may be an eventual
                              failure of concrete elements, e.g., the presence of excess alkali in concrete
                              that promotes alkali-aggregate expansion reaction, harmful impurities in
                              the aggregates, or the presence of excess amounts of dead-burnt MgO.
                              Thermal techniques in combination with others have been employed with
                              success to examine the raw materials as well as the failed concrete. The
                              knowledge gained from such work has been applied to produce more
                              durable concrete.



                              9.1    Aggregates

                                     Some organic and inorganic compounds present in small amounts
                              in aggregates may affect concrete strength and durability. In Fig. 37, the
                              thermograms of some of the harmful impurities that may be present in
                                               [1]
                              concrete are given.  Pyrite exhibits two exothermic peaks between 400
                              and 500°C caused by oxidation. Gypsum shows two characteristic effects
                              at 180 and 220°C for dehydration effects. Montmorillonitic clay mineral is
                              characterized by three endothermal effects at 160, 660, and 900°C due
                              respectively to the release of interlayer, dehydroxylation and destruction of
                              lattice. An exothermal effect at about 950°C is attributed to the formation
                              of a spinel. Humus gives strong exothermal peaks over a wide range of
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