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*008140710s1992    no            000 0 eng d
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*035  $a(NO-LaBS)13970355(bibid)
*035  $a(NO-TrBIB)101535996
*035  $a(NO-TrBIB)92207805x
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*040  $aNO-TrBIB$bnob$ekatreg
*1001 $aAndersen, Knut H.$0(NO-TrBIB)90277947$_27289000
*24510$aDeformations of soils and displacements of structures subjected to combined static and cyclic loads$cK. H. Andersen and K. Høeg. Foundation design of offshore gravity structures / K. H. Andersen. Recompression of normally consolidated clay after cyclic loading / K. Yasuhara and K. H. Andersen
*260  $aOslo$bNorges geotekniske institutt$c1992
*300  $a12, 51, 12 s.$bill.
*4901 $aPublikasjon / Norges geotekniske institutt$v185
*533  $aElektronisk reproduksjon$b[Norge]$cNasjonalbiblioteket Digital$d2015-11-04
*7001 $aHøeg, Kaare$d1938-$0(NO-TrBIB)90277945$_22575800
*70012$aAndersen, Knut H.$0(NO-TrBIB)90277947$tFoundation design of offshore gravity structures$_27289000
*70012$aAndersen, Knut H.$0(NO-TrBIB)90277947$tRecompression of normally consolidated clay after cyclic loading$_27289000
*70012$aYasuhara, K.$0(NO-TrBIB)90624397$tRecompression of normally consolidated clay after cyclic loading$_112615700
*830 0$aPublikasjon (Norges geotekniske institutt : trykt utg.)$x0078-1193$v185$w998120670104702201$_13851600
*85641$3Fulltekst$uhttps://urn.nb.no/URN:NBN:no-nb_digibok_2010052006074$yNettbiblioteket$zDigital representasjon
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*999  $aoai:nb.bibsys.no:999220780504702202$b2021-11-14T20:55:16Z$z999220780504702202
^