CALCULATION OF PLASTIC DEFORMATION STABILITY OF LIUFANGDI MULTI LAYER SOIL DAM FOUNDATION IN HUAINAN
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Graphical Abstract
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Abstract
In this paper the authors analyse and study Fourier series formula of development of the dam body load on the stepped Liufangdi and calculation method for the dam foundation with some soil layers,and make an evaluation of the plastic deformation stability of the dam foundation on the basis of computed stress and identified plastic deformation in the dam foundation.
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