LEADER 02186oam  2200625Ka 450 
001 9910712936103321
005 20180924045504.2
024 8 $aGOVPUB-C13-0c22d88a93e42c2fde8361c58d4cc25e
035   $a(CKB)5470000002498833
035   $a(OCoLC)606498118$z(OCoLC)297294214
035   $a(OCoLC)995470000002498833
035   $a(EXLCZ)995470000002498833
100   $a20100411d1982      ua             0
101 0 $aeng
135   $aurbn||||||abp
135   $aurbn||||||ada
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 00$aPrediction of pore water pressure buildup and liquefaction of sands during earthquakes by the cyclic strain method /$fR. Dobry [and others]
210  1$aWashington, D.C. :$cU.S. Dept. of Commerce, National Bureau of Standards :$cFor sale by the Supt. of Docs., U.S. G.P.O.,$d1982.
215   $a1 online resource (xviii, 150, 2 pages) $cillustrations
225 1 $aNBS building science series ;$v138
300   $aContributed record: Metadata reviewed, not verified. Some fields updated by batch processes.
320   $aIncludes bibliographical references (pages 143-150).
606   $aEarthquake engineering
606   $aSoil liquefaction
606   $aSoil mechanics
606   $aEarthquake engineering$2fast
606   $aSoil liquefaction$2fast
606   $aSoil mechanics$2fast
615  0$aEarthquake engineering.
615  0$aSoil liquefaction.
615  0$aSoil mechanics.
615  7$aEarthquake engineering.
615  7$aSoil liquefaction.
615  7$aSoil mechanics.
676   $a690/.0218 s
676   $a624.1/5136
701   $aDobry$b R$g(Ricardo),$f1922-$01407426
712 02$aUnited States.$bNational Bureau of Standards.
801  0$bOCLCE
801  1$bOCLCE
801  2$bOCLCQ
801  2$bAZU
801  2$bOCLCQ
801  2$bOCLCO
801  2$bOCLCQ
801  2$bOCLCF
801  2$bOCLCA
801  2$bOCLCQ
906   $aBOOK
912   $a9910712936103321
996   $aPrediction of pore water pressure buildup and liquefaction of sands during earthquakes by the cyclic strain method$93488844
997   $aUNINA