ブックタイトル竹中技術研究報告書No70
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竹中技術研究報告書No70
TAKENAKA TECHNICAL RESEARCH REPORT No.70 2014竹中技術研究報告No.70 2014Fig. 1 Schematics of eleven structures with soil profilesTable 1 General description of structures and foundationsNo. Structure SiteMaximumConstructionheightperiod(m)Averagecontactpressure(kPa)Depth of Depth offoundation groundwaterNumber(m) table (m)Length(m)PilesDiameter(m)Pile typeRef.No.aReinforced concrete siloTokyo1983-8411.9741.32.0522.70.40Steel-pipe pile9)b4-story office buildingSaitama1986-8714.1612.14.01615.10.25×0.25-0.40×0.40Steel-H pile10)c5-story office buildingSaitama1992-9317.1842.45.02014.6－15.80.30×0.30-0.41×0.41Steel-H pile11)Cast-in-placed 11-story office building Aichi 2004-05 60.8 145 3.0, 3.6 17.0 40 27.5, 26.9 1.1/1.4＊-1.5/1.8＊concrete pile4)e13-story hospitalOsaka2004-0551.31696.42.51719.00.8-1.0PHC pile(pre-boring)4)fHadron experimental hallIbaraki2005-0719.0259－4428.0－13.44.037122.0－25.70.6-0.8PHC pile(pre-boring)4),12)Cast-in-placeg 47-story residential tower Aichi 2006-09 161.9 600 4.3 2.5 36 50.2 1.5-1.9/2.9＊concrete pile4)h7-story office buildingTokyo2003-0429.41001.6, 2.21.57029.8, 30.40.6-0.9PHC pile(pre-boring)5)Cast-in-placei 19-story residential building Kagoshima 2005-06 75.8 257 3.2 3.0 28 62.8 1.2/1.8＊, 1.3/2.2＊concrete pile4)j12-story residential buildingTokyo2007-0838.71994.81.81645.00.8-1.2PHC pile(pre-boring)5), 13), 15)k12-story office buildingTokyo2009-1155.71873.6-7.23.018042.5－46.10.6-1.2PHC pile(pre-boring)14), 15)＊Diameter of enlarged base31