Simplified method for generating slope seismic deformation hazard curve

被引:4
作者
Zugic, Zeljko [1 ]
Sesov, Vlatko [2 ]
Garevski, Mihail [2 ]
Vukicevic, Mirjana [3 ]
Jockovic, Sanja [3 ]
机构
[1] Highway Inst, Dept Geotech, Belgrade, Serbia
[2] Ss Cyril & Methodius Univ, Skopje, North Macedonia
[3] Univ Belgrade, Fac Civil Engn, Belgrade 11001, Serbia
关键词
Seismic slope stability; Probabilistic approach; Displacement hazard curve; PROBABILISTIC ASSESSMENT; SLIDING DISPLACEMENTS;
D O I
10.1016/j.soildyn.2014.10.005
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A simplified method for generating slope deformation hazard curve that takes into account the variations of input parameters is presented in this paper. The main assumption in the new approach is that the occurrence of peak slope deformation is Poisson's process. The procedure is based on logic tree analysis, commercial software and routines programmed by the authors for generating sets of input files, and forming slope performance curve. The methodology was applied to a real landslide in order to demonstrate the advantages and limitations of the proposed approach. The results of the analysis showed the influence of the certain input factors on sliding displacement as well as the advantages of employing continuum mechanics approach. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:138 / 147
页数:10
相关论文
共 25 条
[1]   Probability and uncertainty in seismic hazard analysis [J].
Abrahamson, NA ;
Bommer, JJ .
EARTHQUAKE SPECTRA, 2005, 21 (02) :603-607
[2]  
[Anonymous], 1996, Geotechnical Earthquake Engineering
[3]  
[Anonymous], 2000, FAST LAGR AN CONT
[4]  
[Anonymous], 2005, 199852005 EN
[5]  
Bazzurro P., 2002, PROC, VII, P1313
[6]   Earthquake-induced displacements of solid-waste landfills [J].
Bray, JD ;
Rathje, EM .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 1998, 124 (03) :242-253
[7]  
Bray JD, 2007, ASCE J GEOTECH GEONV, V133, P318
[8]   Permanent seismic deformation analysis of a landslide [J].
Chugh, AK ;
Stark, TD .
LANDSLIDES, 2006, 3 (01) :2-12
[9]   Advanced seismic slope stability analysis [J].
Garevski, Mihail ;
Zugic, Zeljko ;
Sesov, Vlatko .
LANDSLIDES, 2013, 10 (06) :729-736
[10]  
Hardin B.O., 1968, J SOIL MECH FDN DIV, V94, P353, DOI [10.1061/JSFEAQ.0001100, DOI 10.1061/JSFEAQ.0001100]