Seepage Characteristics and Control Measures of Sand Gravel Dam on Deep Over-burden Layer
Miao Zhe
Abstract
Miao Zhe
Abstract
Taking the hydro-junction project for an example,3-D seepage FEM model is established and the seepage stability of various materials zone are analyzed.And then the seepage characteristics of dam site are studied by comparing different layout schemes of seepage prevention.Finally,the feasibility of various schemes is evaluated.The results show that the seepage prevention effects of cut-off wall and curtain grouting is very well for the design value scheme;the dam body and foundation areas meet the requirements of seepage stability;and the seepage control design of the dam foundation is reasonable.
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Taking the hydro-junction project for an example,3-D seepage FEM model is established and the seepage stability of various materials zone are analyzed.And then the seepage characteristics of dam site are studied by comparing different layout schemes of seepage prevention.Finally,the feasibility of various schemes is evaluated.The results show that the seepage prevention effects of cut-off wall and curtain grouting is very well for the design value scheme;the dam body and foundation areas meet the requirements of seepage stability;and the seepage control design of the dam foundation is reasonable.
Key concepts: Foundation (evidence), Geotechnical engineering, Stability (learning theory), Geology, Finite element method, Engineering, Structural engineering, Computer science