Evaluation of Seepage Failure Resistance Potential of Dam Foundation with Simplified Tests.
نویسندگان
چکیده
منابع مشابه
Numerical Simulation of Seepage Flow through Dam Foundation Using Smooth Particle Hydrodynamics Method (RESEARCH NOTE)
In this paper, a mesh-free approach called smooth particle hydrodynamics (SPH) is proposed to analyze the seepage problem in porous media. In this method, computational domain is discredited by some nodes, and there is no need for background mesh; therefore, it is a truly meshless method. The method was applied to analyze seepage flow through a concrete dam foundation. Using the SPH method, the...
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ژورنال
عنوان ژورنال: Journal of the Japan Society of Engineering Geology
سال: 1997
ISSN: 0286-7737,1884-0973
DOI: 10.5110/jjseg.38.130