NDLI: Evaluation method of dam behavior during construction and reservoir filling and application to real dams

Content Provider	Springer Nature Link
Author	Kohgo, Yuji Takahashi, Akira Suzuki, Tomokazu
Copyright Year	2010
Abstract	In this paper we analyzed a real fill-type dam, named the Minami-Aiki Dam, to verify a numerical consolidation method with an elastoplastic model for unsaturated soils. The validities were conducted by comparing the analyzed and measured values during construction and impounding. The settlements calculated showed good agreement to those observed. Though the changing patterns of the measured and calculated pore water pressures were similar, the amounts of pore water pressures induced by the self-weights of embankment and the dissipation speeds were different. The earth pressures measured at the bottom of the core zone showed good agreement with those calculated. This method is valid for estimating behavior of fill-type dams during construction and impounding.
Starting Page	92
Ending Page	101
Page Count	10
File Format	PDF
ISSN	16737407
Journal	Frontiers of Architecture and Civil Engineering in China
Volume Number	4
Issue Number	1
e-ISSN	16737512
Language	English
Publisher	SP Higher Education Press
Publisher Date	2010-01-21
Publisher Institution	Chinese Universities
Publisher Place	Heidelberg
Access Restriction	Subscribed
Subject Keyword	fill dam consolidation analysis unsaturated geo-materials impounding construction Cities, Countries, Regions Civil Engineering
Content Type	Text
Resource Type	Article
Subject	Architecture Civil and Structural Engineering

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Evaluation method of dam behavior during construction and reservoir filling and application to real dams