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<html><head></head><body><table><tr><td colspan="2" bgcolor="#6699FF"></td></tr><tr><td bgcolor="#F9F2DE"> 100$a</td><td>20230119u########m##u1rumy50######ba&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 101$a</td><td>eng&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 109$a</td><td>d2005070100&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 200$a</td><td>Formwork Pressure of Self-Consolidating Concrete Made with Various Binder Types and Contents&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 200$f</td><td>J. Assaad, K.H. Kayad&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 300$a</td><td>Presiunea la cofraj a betonului auto-consolidat realizat cu conţinut variat de mortar&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 327$a</td><td>Presiunea la cofraj a betonului auto-consolidat realizat cu conţinut variat de mortar&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$0</td><td>142923&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$b</td><td>revistă&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$c</td><td>Detroit, Michigan&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$o</td><td>a Journal of the American Concrete Institute&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$t</td><td>ACI Materials Journal&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$v</td><td>An July-Aug. 2005, 102/4, p.215-223&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$x</td><td>0889-325X&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 463$z</td><td>US&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$2</td><td>UTCB&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$7</td><td>ba0yba0a&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$8</td><td>rumrum&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$a</td><td>beton&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$2</td><td>UTCB&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$7</td><td>ba0yba0a&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$8</td><td>rumrum&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$a</td><td>cofraj&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$2</td><td>UTCB&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$7</td><td>ba0yba0a&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$8</td><td>rumrum&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$a</td><td>mortar&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$2</td><td>UTCB&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$7</td><td>ba0yba0a&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$8</td><td>rumrum&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$a</td><td>presiune laterală&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$2</td><td>UTCB&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$7</td><td>ba0yba0a&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$8</td><td>rumrum&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 606$a</td><td>tixotropie&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 700$a</td><td>Assaad&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 700$b</td><td>Joseph&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 701$a</td><td>Kayad&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 701$b</td><td>K.H.&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 801$a</td><td>RO&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 801$b</td><td>UTCB&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 801$c</td><td>20230118&nbsp;</td></tr><tr><td bgcolor="#F9F2DE"> 801$2</td><td>unimarc&nbsp;</td></tr></table></body></html>