SIMPLE METHOD FOR MEASUREMENT OF NON-LINEAR LATERAL SOIL SPRING WITH CONSIDERATION OF EFFECT OF PILE ARRANGEMENT

Under lateral loading on a pile group, each pile bears different lateral force depending on its position among the group. This effect of pile position is remarkable in comparison between outer piles and the other. So, the effect appears remarkably in lateral resistance elements at the outside of fou...

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Veröffentlicht in:	Journal of Structural and Construction Engineering (Transactions of AIJ) 2012/06/30, Vol.77(676), pp.877-882
Hauptverfasser:	NARITA, Nobuhide, KANEKO, Osamu, NEMOTO, Hisashi, KANAI, Shigeo, ARAI, Toshiaki
Format:	Artikel
Sprache:	jpn
Schlagworte:	3D-FEM Accounting Foundations Group-pile effect Influence factor Lateral soil spring Piles Positioning Retrofitting Seismic phenomena Springs
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