Journal of the Korean Society of Safety (한국안전학회지)

The Korean Society of Safety (한국안전학회)
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The Analysis of the Slope Stability for the Small Dam

Small Dam의 斜面安定 解析

  • Choi, Ki-Bong (Department of Safety Engineering, Chung Cheong University) ;
  • Bae, Woo-Soek (Department of Civil Engineering, Chungbuk National University)
  • Published : 2004.06.01
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Abstract

The paper decribes a procedure for the evaluation of the effect of seepage force on stability of slopes. The stability of an embankment impounding a water reservoir is highly depend upon the location of seepage line with the embankment. To evaluate the accurate safety factor of an embankment, it is important to illustrate the seepage phenomenon. Of particular interest is the stability following a rapid change of reservoir level. Seepage forces in embankments are easily determined interest is the stability following a rapid change of resrvoir level. Seepage forces in embankments are easily detemined if frictional forces are expressed in relation to hydraulic gradient I. If a piezometer is inserted into a body of embankment, the level to which fee water rises is a measure of the energy at that point.

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References

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