SEISMIC SLOPE STABILITY ANALYSIS : PSEUDO-STATIC GENERALIZED METHOD

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概要

• 論文の詳細を見る

• This paper extends a generalized slope stability analysis method to include pseudo-static forces. Formulation and the subsequent numerical procedure of the extended generalized seismic slope stability analysis are presented. Comparison with a closed form approach indicates that the generalized method yields the same safety factor as the closed form approach. This can serve as a partial verification of the accuracy of the numerical procedures. Comparison with other rigorous limit equilibrium methods of seismic slope stability demonstrates that the presented method yields the smallest factor of safety.

• 社団法人地盤工学会の論文
• 1994-06-15

著者

• LESHCHINSKY DOV

  Department of Civil Engineering, University of Delaware

• San K‐c

  Geotop Corporation And Research Fellow Department Of Civil Engineering Osaka University

• SAN KA-CHING

  Geotop Corporation, and Research Fellow, Department of Civil Engineering, Osaka University

• Leshchinsky Dov

  Department Of Civil And Environmental Engineering University Of Delaware

• San Ka-ching

  Geotop Corporation And Research Fellow Department Of Civil Engineering Osaka University

関連論文

• THREE-DIMENSIONAL LIMIT EQUILIBRIUM AND FINITE ELEMENT ANALYSES : A COMPARISON OF RESULTS
• SEISMIC SLOPE STABILITY ANALYSIS : PSEUDO-STATIC GENERALIZED METHOD
• EFFECT OF SHORT POLYMERIC FIBERS ON CRACK DEVELOPMENT IN CLAYS
• TEST WALL FAILURE PREDICTION USING GENERALIZED PLASTICITY THEORY
• GEOSYNTHETIC REINFORCED SLOPES : LIMIT EQUILIBRIUM AND FINITE ELEMENT ANALYSES
• SHORT-TERM STABILITY OF REINFORCED EMBANKMENT OVER CLAYEY FOUNDATION
• THREE-DIMENSIONAL SLOPE STABILITY : END EFFECTS
• FAILURE MECHANISM IN GEOGRID-REINFORCED SEGMENTAL WALLS : EXPERIMENTAL IMPLICATIONS
• STABILITY ANALYSIS OF CONICAL HEAPS

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