船台滑道下含软弱层岸坡的空间稳定分析

季鹏; 刘松玉; 唐耿星

船台滑道下含软弱层岸坡的空间稳定分析

1.
东南大学交通学院,南京210096;
2.
河海大学交通学院,南京210098

详细信息

作者简介:
季鹏(1972-),男,博士,研究方向为岩土工程及相关应用

中图分类号: U653
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- 被引次数: 0
出版历程
- 收稿日期: 2000-03-03
- 修回日期: 2000-07-08
- 刊出日期: 2001-04-22

ANALYSIS OF THE STABILITY OF SLOPE WITH THICK SOFT LAYER UNDER SHIP-BIULDING PLANE

1.
Southeast University,Nanjing 210096;
2.
Hehai University,Nanjing 210098

摘要

摘要: 芜湖江东船厂新建船台滑道位于有较厚软弱土层的岸坡上。本文采用三维有限元和刚体极限平衡理论结合的方法分析岸坡稳定, 对不同潜在滑动面进行探索, 求解最小安全系数及相应滑动面位置。分析结果已在施工实践中得到证实。
- 船台滑道 /
- 边坡稳定 /
- 极限平衡 /
- 有限元
Abstract: A new ship building paltform will be constructed on the slope with thick soft layer in Wuhu Jiangdong ship building factory. We used the FEM method and rigid limit equilibrium theory to analyze the stability of this slope. The minimum safety factor and corresponding potential sliding surface were given to each stage of ship building. The results had been verified in the construction.
- Ship building platform /
- Slope stability /
- Limit equilibrium /
- Finite element method(FEM)

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参考文献(1)

[1] 钱家欢、殷宗泽.土工原理与计算
[M].北京:水利电利出版社,1993.Qian Jiahuan,Y in Zongze.Geotechnical Theory and Calculation.Beijing:Hydraulic and Electric Press 1993.

[2] 港口工程技术规范(1987)
[S].北京:人民交通出版社,1986.Technical Code of Harbour Engineering.Beijing:People Transport ation Press,1986

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