Volume 7 Issue 1
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Gui Herong, Li Dayun, Yang Xueming. 1999: CALCULATION OF PLASTIC DEFORMATION STABILITY OF LIUFANGDI MULTI LAYER SOIL DAM FOUNDATION IN HUAINAN. JOURNAL OF ENGINEERING GEOLOGY, 7(1): 60-64.
Citation: Gui Herong, Li Dayun, Yang Xueming. 1999: CALCULATION OF PLASTIC DEFORMATION STABILITY OF LIUFANGDI MULTI LAYER SOIL DAM FOUNDATION IN HUAINAN. JOURNAL OF ENGINEERING GEOLOGY, 7(1): 60-64.

CALCULATION OF PLASTIC DEFORMATION STABILITY OF LIUFANGDI MULTI LAYER SOIL DAM FOUNDATION IN HUAINAN

  • Received Date: 1997-07-31
  • Rev Recd Date: 1997-09-24
  • Publish Date: 1999-01-22
  • 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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  • [1]  桂和荣等,1995.淮南六方堤水力冲填试验泥浆粒度分异及脱水时空特征研究.水文地质工程地质,(6).

    [2]  水利电力部第五工程局等,1978.土坝设计.北京:水利出版社.

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