Hypotaxis Stability Analysis of Seem-continum Medium Slope
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    Abstract:

    The "hypotaxis stability" concept and the dynamic stress hypotaxis safety ratio method were presented in order to take the safety of arch dam into consideration because the safety coefficient does not assure the safety of dam.A three dimension dynamical contact unit model was developed to illustrate fractured rock mass of the dam abutment slope.Using the 3D-dynamical constraint joint element,certain dam abutment slope system was analyzed.Numerical analyses show that: with dynamic stress hypotaxis safety ratio method and the three dimension dynamical contact unit model,the "hypotaxis safety ratio" of abutment slope can be decreased by 20%.

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宋战平,李宁,张西前.似连续介质边坡从属稳定性的数值试验研究[J].水土保持通报英文版,2006,(1):16-19

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History
  • Received:October 20,2005
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  • Adopted:
  • Online: November 26,2014
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