THE ANALYSIS OF UNDERGROUND STEEL SHEET-PILE DEFORMATION BY SOFT GROUND

In Toppusi-Wakasato fishery port lying at Lake Saroma in Hokkaido, the fishery infrastructures have been often built on a soft ground. This situation induced a severe problem of deforming in quay structure including steel sheetpile. The present study allowed to fully understand the cause of deformat...

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Veröffentlicht in:	PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN 1999, Vol.15, pp.273-278
Hauptverfasser:	TURUTA, Norio, HAYASI, Katuyasu, OKUNO, Masahiro
Format:	Artikel
Sprache:	eng
Schlagworte:	analysis model consolidation of soft clay Deformation of steel sheet-pile FEM lateral flow
Online-Zugang:	Volltext
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Zusammenfassung:	In Toppusi-Wakasato fishery port lying at Lake Saroma in Hokkaido, the fishery infrastructures have been often built on a soft ground. This situation induced a severe problem of deforming in quay structure including steel sheetpile. The present study allowed to fully understand the cause of deformation. For this investigation, we created an analysis model based on Finite Element Method (FEM) in the purpose to examine the effects of soft clay consolidation and lateral flow on steel sheet-pile deformation.
ISSN:	0912-7348 1884-8265
DOI:	10.2208/prooe.15.273