Study on coupling model of seepage-field and stress-field for rolled control concrete dam

DOI10.1007/BF02440086zbMath1144.74322OpenAlexW193171511MaRDI QIDQ939822

Hong Zhou, Chong-Shi Gu, Huai-Zhi Su

Publication date: 1 September 2008

Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf02440086

zbMATH Keywords

interfacecoupling analysisrolled control concrete dam (RCCD)seepage-fieldstress-field

Mathematics Subject Classification ID

Hydrology, hydrography, oceanography (86A05) Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Finite element methods applied to problems in solid mechanics (74S05) Flows in porous media; filtration; seepage (76S05) Finite element methods applied to problems in fluid mechanics (76M10)

Related Items (3)

Analysis model on gradual change principle of effect zones of layer face for rolled control concrete dam ⋮ Analytic model of deformation of construction interfaces of rolled control concrete dam ⋮ Integrated certainty and uncertainty evaluation approach for seepage control effectiveness of a gravity dam

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