2007.11.15
SEISMIC SLOPE STABILITY ANALYSIS:PSEUDO−STATIC GENERALIZED METHOD(JSF1994)
KA-CHING SAN（GEOTOP)・DOV LESHCHINSKY（University of Delaware）
■掲載誌：SOILS AND FOUNDATIONS,Vol．34 No.2,p73-p77
■発行所：土質工学会
■発行：1994/06
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 nuinerical procedures. Comparison with other rigorous limit equilibrium methods of seismic slope stability demonstrates that the presented method yields the smallest factor of safety.
■発行所：土質工学会
■発行：1994/06
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 nuinerical procedures. Comparison with other rigorous limit equilibrium methods of seismic slope stability demonstrates that the presented method yields the smallest factor of safety.
