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基于FLAC3D对复合型坝接合部位的力学分析

he Mechanics Analysis of Joint Position in Mixed Dam

中文摘要英文摘要

以土石坝和混凝土坝组成的复合型坝为例,由于兼有土石坝和混凝土坝的优点,其理念逐渐被许多设计人员所接受。但作为坝体的接合部位这一相对软弱部位,其力学性能直接决定了该类坝型的整体安全,因此,对其进行详细的结构分析具有十分重要的意义。本文采用FLAC3D软件对湖南洪江托口水电站主坝的比选方案——复合型坝的接合部位进行结构分析。结果表明:在结合部位的倾斜接触面上产生相对滑移现象,但未出现裂缝,接合处整体稳定。在这一工作基础上,可进行基于结构分析的复合型坝优化设计,实际工程还可根据计算分析结论布置监测设施。

he mixed dam have been applied widely in practice because it possesses the respective advantage of every dams. There must be the lankiness between the two dams and the mechanics characteristic in the joint position related to the whol safety of the mixed dam. In this paper, The machanics characteristic of the main dam of TuoKou Hydro-electric power station in Hunan Hongjiang,just as a mixed dam, have been studied by Flac 3D.It is showed that there were relative slippage but no crack between the interface of joint position, and it is stable of the joint position. Optimization design of the mixed dam is feasible based on this employment, it can be calculated in accordance with practical engineering analysis concluded layout monitoring facilities.

张贵金、姜宇、王祖强、李会兴

水工结构水利枢纽、水工建筑物水能利用、水电站工程

复合型坝接合部位FLAC3D力学分析

Mixed DamJoint PositionFLAC3DMechanics Analysis

张贵金,姜宇,王祖强,李会兴.基于FLAC3D对复合型坝接合部位的力学分析[EB/OL].(2008-04-15)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/200804-533.点此复制

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