Influence of non-dimensional strength parameters on the seismic stability of cracked slopes Influence of non-dimensional strength parameters on the seismic stability of cracked slopes

最小化 最大化

Vol16 No.1: 153-167

Title】Influence of non-dimensional strength parameters on the seismic stability of cracked slopes

Author】ZHAO Lian-heng1,2; CHENG Xiao1*; LI De-jian1; ZHANG Ying-bin3,4*

Addresses】1 School of Civil Engineering, Central South University, Changsha 410075, China; 2 Key Laboratory of Heavy-haul Railway Engineering Structure, Ministry of Education, Central South University, Changsha 410075, China; 3 Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu 610031, China; 4 Department of Geotechnical Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China

Corresponding author】ZHANG Ying-bin

Citation】Zhao LH, Cheng X, Li DJ, et al. (2019) Influence of non-dimensional strength parameters on the seismic stability of cracked slopes. Journal of Mountain Science 16(1). https://doi.org/10.1007/s11629-017-4753-9

DOI】https://doi.org/10.1007/s11629-017-4753-9

Abstract】Cracks in rock or soil slopes influence the stability and durability of the slopes. Seismic forces can trigger slope disasters, particularly in the cracked slopes. Considering the nonlinear characteristics of materials, the more generalized nonlinear failure criterion proposed by Baker is adopted. The influence of non-dimensional strength parameters on the stability of cracked slopes under earthquakes is performed using the upper bound limit analysis. The seismic displacement is calculated by adopting the logarithmic spiral failure surface according to the sliding rigid block model. Based on the existing studies, two methods for the stability analysis of cracked slopes under earthquakes are introduced: the pseudo-static method (with the factor of safety (Fs) as an evaluation index), and the displacement-based method (with the seismic displacement as an evaluation index). The pseudo-static method can only determine the instantaneous stability state of the cracked slope, yet the displacement-based method reflects the stability variation of cracked slopes during earthquakes. The results indicate that the non-dimensional strength parameters affect the factor of safety and seismic displacement of slopes significantly. The non-dimensional strength parameter (n) controlling the curvature of strength function shapes on the slope stability is affected by other parameters. Owing to cracks, the effect of non-dimensional strength parameters on seismic displacement becomes more significant.

Keywords】Cracked slopes; Upper bound limit analysis (UBLA); Generalized nonlinear failure criterion; Pseudo-static method; Displacement-based method