Study on stability against deep sliding of gravity dam

ZHOU Ze; ZHOU Feng; PAN Jun-xiao; WANG Zhen-yu

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Study on stability against deep sliding of gravity dam

更新时间：2026-06-25

- Study on stability against deep sliding of gravity dam
- Vol. 29, Issue 6, (2008)
- 作者机构：
  
  1. 宁波市建筑工程安全质量监督总站,宁波,315010
  2. 浙江大学建筑工程学院,杭州,310027
- 作者简介：
- 基金信息：
- DOI：
  CLC： TV642.3
- Online First：15 July 2013，
  
  Published：2008
- 稿件说明：
移动端阅览
ZHOU Ze, ZHOU Feng, PAN Jun-xiao, et al. Study on stability against deep sliding of gravity dam[J]. 2008, 29(6).
DOI：

ZHOU Ze, ZHOU Feng, PAN Jun-xiao, et al. Study on stability against deep sliding of gravity dam[J]. 2008, 29(6). DOI：

摘要

在介绍重力坝深层滑动破坏类型和刚体极限平衡分析法的基础上，指出现行混凝土重力坝设计规范（DL5108－1999）关于双斜面抗滑稳定设计表达式存在物理意义不明确及作用力、抗力不分等不合理之处，并给出更合理的设计表达式。算例结果表明，推荐的设计表达式不仅物理意义明确，而且结果也偏于安全，可供工程设计参考和讨论。

Abstract

Some problems such as fuzzy physical meaning

imperatively discerption of resistance and action involved in the wedge stability analysis method specified in the Gravity Dam Design Code（DL5108－1999）

are put for ward

based on introducing the destruction types of deep slide of gravity dam and rigid equilibrium limit method. And the reasonable expression of analysis presented in this paper is not only very clear but also the result is apt to safety through a practical engineering example.

关键词

Keywords

references

Views

1306

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Research on selection of action combinations based on limit state design for excavated foundations of transmission pole and tower

Seismic stability evaluation for bank sections of gravity dams in gorge area

Research on soil arch of anti-slide pile structure with methods of separation and combination

Deep anti-sliding stability analysis of gravity dam based on Cosserat continuum theory

Bearing capacity analysis of self-balanced load test pile under the control of limit state and deformation

Related Author

YE Chao

DING Shi-jun

CHENG Yong-feng

YU Mao

ZHANG She-rong

WANG Chao

SHANG Qiu-ting

LIU Zuo-qiu

Related Institution

Anhui Electric Power Design Institute

China Electric Power Research Institute

State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University

Department of Applied Mechanics and Engineering, Sun Yat-sen University

Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering, Ministry of Education, Wuhan University

AI问答

⁰