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*035 $a(EXLNZ-47BIBSYS_NETWORK)999323361164702201
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*035 $a(NO-TrBIB)932336116
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*08274$a624$qNO-OsNB$22/nor
*1001 $aKenney, T. C.$0(NO-TrBIB)90698027$_13851500
*24510$aPermeability ratio of repeatedly layered soils ; Pore pressures and bearing capacity of layered clays ; Stability of cuts in soft soils$cT. C. Kenney
*260 $aOslo$bNorsk geologiske institutt$c1965
*300 $a1 b. (flere pag.)$bill.$c4°
*4901 $aPublikasjon / Norges geotekniske institutt$v63
*500 $asærtrykk av: Géotechnique 13(1963)nr 4. American Society of Civil Engineers. Proc. 90(1964)nr SM4 og 89(1963)nr SM5
*533 $aElektronisk reproduksjon$b[Norge]$cNasjonalbiblioteket Digital$d2016-11-28
*7400 $aPore pressures and bearing capacity of layered clays
*7400 $aStability of cuts on soft soils
*830 0$aPublikasjon (Norges geotekniske institutt : trykt utg.)$x0078-1193$v63$w998120670104702201$_13851600
*85641$3Fulltekst$uhttps://urn.nb.no/URN:NBN:no-nb_digibok_2016090708224$yNettbiblioteket$zDigital representasjon
*901 $a80
*913 $aNorbok$bNB
*999 $aoai:nb.bibsys.no:999323361164702202$b2021-11-14T20:53:36Z$z999323361164702202
^