Consolidation Deformation Analyses of the Embankment Foundation Ground by Elasto-plastic Finite Element Method: In the case of the embankment in the right bank of Ariake-kantaku new Shiroishi sluiceway
HIGASHI, Takahiro, TAKAYAMA, Masateru, IIMORI, Saburo, NISHINO, Kazuo
Published in Transactions of The Japanese Society of Irrigation, Drainage and Reclamation Engineering (25.08.1999)
Published in Transactions of The Japanese Society of Irrigation, Drainage and Reclamation Engineering (25.08.1999)
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