Two-Dimensional Stability Assessment of Rock Slopes Based on Random Field

AbstractGeotechnical engineering is dominated mostly by uncertainties, because it always deals with highly variable natural materials. Reliability-analysis approaches emerge as a more reasonable and rigorous way of handling uncertainties. Two-dimensional stability assessment of rock slopes is perfor...

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Veröffentlicht in:	International journal of geomechanics 2017-07, Vol.17 (7)
Hauptverfasser:	Huang, X. C, Zhou, X. P, Ma, W, Niu, Y. W, Wang, Y. T
Format:	Artikel
Sprache:	eng
Schlagworte:	Assessments Computer simulation Fields (mathematics) Mathematical models Rock Slope stability Slopes Stability analysis Technical Papers
Online-Zugang:	Volltext
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