Stability analysis of a 3D vertical slope with transverse earthquake load and surcharge

T. K. Nian, K. L. Zhang, R. Q. Huang, G. Q. Chen

研究成果: 著書/レポートタイプへの貢献会議での発言

2 引用 (Scopus)

抜粋

The stability and failure mode for a 3D vertical slope with transverse earthquake load and surcharge have been an interesting issue, especially in building excavation and wharf engineering. in order to further reveal the seismic and surcharge effect, a three-dimensional elasto-plastic finite element(FE) code combined with a strength reduction procedure is used to yield a factor of safety and failure mode for a vertical slopes under two horizontal direction pseudo-static(PS) coefficient and surcharge on the slope top, respectively. Comparative studies are carried out to investigate the effect of seismic coefficient, surcharge intensity and location on the stability and the failure mechanism for a 3D vertical slope including an inclined weak layer. Several important findings are also achieved.

元の言語英語
ホスト出版物のタイトルAdvances in Civil Engineering
ページ676-679
ページ数4
DOI
出版物ステータス出版済み - 10 3 2011
イベント2011 International Conference on Civil Engineering and Transportation, ICCET 2011 - Jinan, 中国
継続期間: 10 14 201110 16 2011

出版物シリーズ

名前Applied Mechanics and Materials
90-93
ISSN(印刷物)1660-9336
ISSN(電子版)1662-7482

その他

その他2011 International Conference on Civil Engineering and Transportation, ICCET 2011
中国
Jinan
期間10/14/1110/16/11

All Science Journal Classification (ASJC) codes

  • Engineering(all)

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  • これを引用

    Nian, T. K., Zhang, K. L., Huang, R. Q., & Chen, G. Q. (2011). Stability analysis of a 3D vertical slope with transverse earthquake load and surcharge. : Advances in Civil Engineering (pp. 676-679). (Applied Mechanics and Materials; 巻数 90-93). https://doi.org/10.4028/www.scientific.net/AMM.90-93.676