Dynamic liquefaction analysis of a tailings dam in Peru

被引：0
作者：
Pinedo, P. J. [1 ]
Huertas, J. R. C. [1 ]
Romanel, C. [1 ]
机构：
[1] Pontifical Catholic Univ Rio de Janeiro, Dept Civil & Environm Engn, Rio De Janeiro, Brazil
来源：
EARTHQUAKE GEOTECHNICAL ENGINEERING FOR PROTECTION AND DEVELOPMENT OF ENVIRONMENT AND CONSTRUCTIONS | 2019年 / 4卷
关键词：
D O I：
暂无
中图分类号：
P3 [地球物理学]; P59 [地球化学];
学科分类号：
0708 ; 070902 ;
摘要：
This work investigates the seismic behavior of a tailings dam that will be raised by the center line method in a region of high seismic activity in Peru. Numerical analysis was performed to verify the liquefaction potential of the tailings, considering the UBC-Sand and Byrne constitutive models for cyclic loading generated by an earthquake of magnitude M-w = 8.2. The results of the analyzes are presented in terms of the pore pressure parameter r(u) as well as maximum permanent displacements in the tailings deposit. Although the fine tailings exhibit dynamic li-quefaction potential, the stability of the rockfill dam does not seem to be in jeopardy.
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页码：4472 / 4479
页数：8
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