Deep Sliding Stability Analysis of Gravity Dam Based on FEM Strength Reduction-Reference-Cited by-同舟云学术

Deep Sliding Stability Analysis of Gravity Dam Based on FEM Strength Reduction

Published:2011-05 Issue: Volume:243-249 Page:4608-4613
ISSN:1662-8985
Container-title:Advanced Materials Research
language:
Short-container-title:AMR

Author:

Guo Li Na¹,Li Tong Chun¹,Lu Shan Shan¹,Guo Ya Jun²

Affiliation:

1. Hohai University

2. Yellow River Conservancy Bureau

Abstract

Anti-sliding stability in deep foundation of Shatuo gravity dam is studied in this paper. Combined with the static and dynamic analysis of anti-sliding stability in deep foundation of gravity, strength reduction finite element method is used to do static calculation of anti-sliding stability firstly. The horizontal seismic strength can be gotten in order to be applied to the baseplane based on response spectrum method, thus dynamic calculation of anti-sliding stability can be carried out. The calculation result shows that static and dynamic anti-sliding stabilities in deep foundation of gravity meet the requirements.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Link

https://www.scientific.net/AMR.243-249.4608.pdf

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