MARC Record from marc_columbia

LEADER: 03333cam a2200541 i 4500
001 14756454
005 20220618233144.0
006 m o d
007 cr cnu|||unuuu
008 190711s2005 xx o 000 0 eng d
035 $a(OCoLC)on1107880407
035 $a(NNC)14756454
040 $aTYFRS$beng$erda$epn$cTYFRS$dTYFRS$dOCLCF$dOCLCQ$dOCLCO
020 $a9780367803193$q(electronic bk.)
020 $a0367803194$q(electronic bk.)
020 $a9781439824696$q(electronic bk. ;$qPDF)
020 $a143982469X$q(electronic bk. ;$qPDF)
020 $z9780415372121
035 $a(OCoLC)1107880407
037 $a9780367803193$bTaylor & Francis
050 4 $aTA749
072 7 $aTEC$x009020$2bisacsh
072 7 $aTN$2bicssc
082 04 $a624.1/51363$223
049 $aZCUA
100 1 $aKitazume, Masaki,$eauthor.
245 14 $aThe sand compaction pile method /$cMasaki Kitazume.
264 1 $a[Place of publication not identified] :$bCRC Press,$c2005.
300 $a1 online resource (xiv, 232 pages)
336 $atext$btxt$2rdacontent
337 $acomputer$bc$2rdamedia
338 $aonline resource$bcr$2rdacarrier
505 0 $aPreface; List of technical terms and symbols;Outline of the sand compaction pile method;Design procedures for clay ground;Design procedures for sandy ground;Execution, quality control and assurance;Case histories;Development of SCP machines and current techniques;Research and development in Japan;Important issues on design procedures for clay ground;Important issues on the design procedure for sandy ground;Index.
520 $aThe Sand Compaction Pile or (SCP) method is used frequently in construction to form compacted sand piles by vibration, dynamic impact or static excitation in soft ground. Originally developed in Japan to improve stability or compressibility and toprevent liquefaction failure in loose sand, the SCP method is now often applied to soft clay ground to ensure stability and reduce ground settlement. This book presents detailed descriptions of design, execution, quality control, equipment and assurance aspects of the SCP method, illustrating the theory with case studies from around Japan and also including a thorough overview of the existing literature on research and development carried out since the 1950s. Two final chapters cover vital aspects of design procedures for clay and sandy ground to enable practitioners to frame an appropriate set of parameters for durable and cost-efficient design.
545 0 $aMasaki Kitazume is the Head of the Soil Stabilization Division of the Port and Airport Research Institute in Japan; he has over 20 years of experience in soil stabilization and foundation engineering.
588 0 $aTitle details screen.
650 0 $aSoil compaction.
650 0 $aPiling (Civil engineering)
650 0 $aSoil stabilization.
650 6 $aSols$xCompactage.
650 6 $aSols$xStabilisation.
650 7 $aTECHNOLOGY$xEngineering$xCivil.$2bisacsh
650 7 $aPiling (Civil engineering)$2fast$0(OCoLC)fst01064079
650 7 $aSoil compaction.$2fast$0(OCoLC)fst01124287
650 7 $aSoil stabilization.$2fast$0(OCoLC)fst01124624
655 4 $aElectronic books.
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio14756454$zTaylor & Francis eBooks
852 8 $blweb$hEBOOKS