JZUS - Journal of Zhejiang University SCIENCE

Journal of Zhejiang University SCIENCE A 2013 Vol.14 No.10 P.731-738

Effect of the amplification factor on seismic stability of expanded municipal solid waste landfills using the pseudo-dynamic method#

Author(s): Xiao-bo Ruan¹, Shu-lin Sun², Wen-liang Liu²
Affiliation(s): 1. College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China; more
Corresponding email(s): xiaoboruan@163.com
Key Words: Seismic stability, Expanded landfill, Under-berm failure, Pseudo-dynamic method, Amplification factor

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Xiao-bo Ruan, Shu-lin Sun, Wen-liang Liu. Effect of the amplification factor on seismic stability of expanded municipal solid waste landfills using the pseudo-dynamic method^#[J]. Journal of Zhejiang University Science A, 2013, 14(10): 731-738.

@article{title="Effect of the amplification factor on seismic stability of expanded municipal solid waste landfills using the pseudo-dynamic method^#",
author="Xiao-bo Ruan, Shu-lin Sun, Wen-liang Liu",
journal="Journal of Zhejiang University Science A",
volume="14",
number="10",
pages="731-738",
year="2013",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1300041"
}

%0 Journal Article
%T Effect of the amplification factor on seismic stability of expanded municipal solid waste landfills using the pseudo-dynamic method^#
%A Xiao-bo Ruan
%A Shu-lin Sun
%A Wen-liang Liu
%J Journal of Zhejiang University SCIENCE A
%V 14
%N 10
%P 731-738
%@ 1673-565X
%D 2013
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1300041

TY - JOUR
T1 - Effect of the amplification factor on seismic stability of expanded municipal solid waste landfills using the pseudo-dynamic method^#
A1 - Xiao-bo Ruan
A1 - Shu-lin Sun
A1 - Wen-liang Liu
J0 - Journal of Zhejiang University Science A
VL - 14
IS - 10
SP - 731
EP - 738
%@ 1673-565X
Y1 - 2013
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1300041

Abstract
Chinese Summary
Academic Network
Reviewer Comment

Abstract: The evaluation of the seismic stability of an expanded municipal solid waste (MSW) landfill is very important in seismic prone zones. In this paper, the pseudo-dynamic method was used to calculate the average safety factor for the expanded landfill with a trapezoidal berm based on under-berm failure conditions. Furthermore, the effects of the variation of parameters such as the amplification factor, seismic coefficient, height of berm, angle of back slope of berm, and depth of waste mass at the back slope on the seismic stability of the landfill were studied. The results indicated that the influences of the vertical seismic coefficient, height of berm, and angle of the back slope of the berm on the seismic stability of the landfill are weakened as the amplification factor increases, but the influence of the horizontal seismic coefficient on the seismic stability of the landfill is strengthened. On the other hand, a certain ratio of the height of the waste mass above the back slope to the depth of waste mass at the back slope, or the reasonable consideration of the magnitude of the amplification factor will be conducive to the seismic design of the landfill. In addition, the results obtained by the pseudo-static and pseudo-dynamic methods were compared.

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