期刊名称：IOP Conference Series: Earth and Environmental Science
印刷版ISSN：1755-1307
电子版ISSN：1755-1315
出版年度：2018
卷号：189
期号：4
页码：042010
DOI：10.1088/1755-1315/189/4/042010
语种：English
出版社：IOP Publishing
摘要：Based on the slope engineering of the expansion project from Laiwu to Linyi section of Beijing-Shanghai Expressway, this paper uses numerical simulation method and strength reduction theory to analyze the change law of stability and failure mode of rock slope under the change of structural plane inclination, cohesion and internal friction angle. The results show that: with the increase of structural plane inclination, the change law of the failure mode of the bedding layered slope is pull-bedding slip→shearing-slip→toppling failure; The change rule of the failure mode of the inverse-dip layered slope is from shearing-slip to toppling-slip; the stability of bedding layered slope and inverse-dip layered slope with steep structural plane inclination are increased with the growth of the structural plane cohesion, while the safety factors of the inverse-dip layered slope with a small structural plane inclination have no significant changes. The stability of bedding layered slope increases with the growth of the structural plane friction angle, while the inverse-dip layered slopes have obvious differences trend between steep and gentle structural plane inclination. The research can provide reference for similar projects.
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