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    <managingEditor>tris-trb@nas.edu (Bill McLeod)</managingEditor>
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      <title>FONDATION DE BATIMENTS D'UNE RAFFINERIE SUR SOLS COMPRESSIBLES</title>
      <link>https://trid.trb.org/View/1046610</link>
      <description><![CDATA[ON EXPOSE LES PROBLEMES DE LA LOCALISATION ET DES FONDATIONS D'UNE GRANDE  USINE SUR SOLS D'ALLUVIONS COMPRESSIBLES DANS LA ZONE DU DELTA DE LA VISTULE. LES EXPERIENCES ET CONCLUSIONS PRESENTEES PAR LES AUTEURS PEUVENT ETRE UTILISEES POUR LA LOCALISATION ET LA CONCEPTION DE FONDATIONS D'OUVRAGES DANS DES ZONES COMPARABLES.]]></description>
      <pubDate>Sat, 20 Nov 2010 23:20:48 GMT</pubDate>
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      <title>DETERMINATION DU MODULE OEDOMETRIQUE DU SOL COHERENT A L'AIDE DU PRESSIOMETRE</title>
      <link>https://trid.trb.org/View/1046609</link>
      <description><![CDATA[L'ARTICLE TRAITE DES RECHERCHES CONCERNANT L'APPLICATION DES RESULTATS DES ESSAIS PRESSIOMETRIQUES A L'APPRECIATION DES AFFAISSEMENTS DES FONDATIONS. CETTE PARTIE DES RECHERCHES MONTRE COMMENT CONVERTIR LE MODULE PRESSIOMETRIQUE EN MODULE OEDOMETRIQUE.]]></description>
      <pubDate>Sat, 20 Nov 2010 23:20:47 GMT</pubDate>
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      <title>STEEL RAILROAD VIADUCT CURVED IN PLANE</title>
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      <description><![CDATA[The structure and assemblage of steel viaduct curved in plane is described.  Continuous, eight span beam with different spans is accepted as a statical scheme of the bridge.  Total length of the viaduct is 160 m.  Two girders with ribbed steel decking, form the cross section.]]></description>
      <pubDate>Tue, 27 Dec 1977 00:00:00 GMT</pubDate>
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      <title>STEEL UNIT JOINTS BY MEANS OF EPOXY GLUE AND HIGH-STRENGTH BOLTS</title>
      <link>https://trid.trb.org/View/34340</link>
      <description><![CDATA[Results are presented of tests on glued bolted and mixed joints. It was found that, the strength of mixed (glued and bolted) joints is greater by at least 50% than that of ordinary joints. /TRRL/]]></description>
      <pubDate>Wed, 03 Dec 1975 00:00:00 GMT</pubDate>
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