Use of Stone Mastic Asphalt on Airport Pavements - aaptp
Use of Stone Mastic Asphalt on Airport Pavements - aaptp
Use of Stone Mastic Asphalt on Airport Pavements - aaptp
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7. Discussi<strong>on</strong><br />
Research into the use <str<strong>on</strong>g>of</str<strong>on</strong>g> st<strong>on</strong>e mastic asphalt (SMA) <strong>on</strong> aircraft pavements was<br />
undertaken through c<strong>on</strong>sultati<strong>on</strong> with in the order <str<strong>on</strong>g>of</str<strong>on</strong>g> 400 airports, c<strong>on</strong>tractors,<br />
asphalt producers and suppliers <str<strong>on</strong>g>of</str<strong>on</strong>g> st<strong>on</strong>e mastic asphalt (SMA) around the<br />
world. The list <str<strong>on</strong>g>of</str<strong>on</strong>g> those c<strong>on</strong>tacted during the course <str<strong>on</strong>g>of</str<strong>on</strong>g> this research is<br />
c<strong>on</strong>tained in Appendix E. The resp<strong>on</strong>se to the questi<strong>on</strong>naire was limited to in<br />
the order <str<strong>on</strong>g>of</str<strong>on</strong>g> 20%.<br />
This thesis involved research into technology and processes which c<strong>on</strong>tractors<br />
and other organisati<strong>on</strong>s involved in the design, manufacture, supply and laying<br />
<str<strong>on</strong>g>of</str<strong>on</strong>g> SMA keep as a closely guarded commercial secret, both in Australia and<br />
around the world. Hence apart from the language barrier, informati<strong>on</strong> <strong>on</strong><br />
actual experience with SMA <strong>on</strong> aircraft pavements was extremely difficult to<br />
obtain.<br />
Whilst SMA is used <strong>on</strong> roads in some 25 countries around the world (the<br />
majority being in Europe), airport usage is limited to 15 countries, again the<br />
majority being in Europe. Of these, Norway is the single biggest user with<br />
some 15 airports using the material <strong>on</strong> aircraft pavements.<br />
The airport industry as a whole is very cautious regarding new surfacings. The<br />
risk <str<strong>on</strong>g>of</str<strong>on</strong>g> foreign object damage (FOD) to aircraft jet engines cannot be over<br />
emphasised and loose aggregate must be avoided at all times. Hence there is a<br />
resistance to use new materials, particularly <strong>on</strong> runways, which depart from<br />
normal practice.<br />
The major obstacles facing the use <str<strong>on</strong>g>of</str<strong>on</strong>g> SMA <strong>on</strong> aircraft pavements would seem<br />
to be client inertia or c<strong>on</strong>servatism. This is the normal reacti<strong>on</strong> to the use <str<strong>on</strong>g>of</str<strong>on</strong>g><br />
new materials at an airport without the benefit <str<strong>on</strong>g>of</str<strong>on</strong>g> seeing the performance <str<strong>on</strong>g>of</str<strong>on</strong>g> the<br />
material in place.<br />
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