Page 420 - Handbook of Thermal Analysis of Construction Materials
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References                                                   397


                              system is subjected to sustained load. These bonds may approach the
                              character of the “chemical” bonds when the porosity approaches zero. The
                              extrapolated regression lines (modulus of elasticity versus porosity) of the
                              gypsum systems in Fig. 13 intersect at zero porosity. This suggests that the
                              extrapolated values have a definite meaning. Differences in the relation-
                              ships for the various gypsum preparations can be attributed to some inherent
                              differences in their structure such as the particle size and shape, the
                              effective area of particle contact, or the degree of crystal inter-growth and
                              interlocking. The in-situ hydrated (System I) and hydrated compacts
                              (System IV) should be represented by a single regression line. The devia-
                              tion noted suggests that the relation does not hold over such a wide range
                              of porosity (11 to 70%). It appears that during the formation of System II
                              the primary structure of System I is progressively destroyed and replaced
                              by a new structure corresponding to that of System V. This is verified by the
                              fact that the regression lines of Systems II and V intersect at approximately
                              zero porosity.
                                     The modulus of elasticity values of hydrated gypsum compacts are
                              similar in magnitude to those for cement paste systems (10 to 30%
                              porosity). This information supports the view that gypsum itself is mechani-
                              cally compatible with other constituents in hydrated portland cement paste.



                              REFERENCES


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                                2. Kacker, K. P., Rai, M., and Ramachandran, V. S., Suitability of Almora
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                                   India, 20:506–510 (1969)
                                3. Mathur, R., Chanorawat, M. P. S., and Nagpal, K. C., X-ray Diffraction
                                   Studies of the Setting Characteristics of Magnesium Oxychloride Cement,
                                   Res. and Ind., 29:195–201 (1984)
                                4. Demediuk, T., Cole, W. F., and Hueber, H. V., Studies on Magnesium and
                                   Calcium Oxychlorides, Aust. J. Chem., 8:215–233 (1955)
                                5. Cole, W. F., and Demediuk, T., X-ray, Thermal and Dehydration Studies
                                   on Magnesium Oxychlorides, Aust. J. Chem., 8:234–251 (1955)
                                6.  Matkovic, B., Popovic, S., Rogic, V., Zunic, T., and Young, J. F., Reaction
                                   Products in Magnesium Oxychloride Cement Pastes, System MgO-MgCl -
                                                                                             2
                                   H O, J. Am. Ceram. Soc., 60:504–507 (1977)
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