|国家预印本平台
首页|基于施工过程的土石围堰应力应变分析

基于施工过程的土石围堰应力应变分析

Stress and deformation analysis of rockfill cofferdam considered with construction

中文摘要英文摘要

结合围堰施工特点,考虑围堰填筑过程,采用邓肯模型对溪洛渡上游土石围堰各施工阶段典型断面进行了应力变形分析,得出围堰各施工阶段竖直沉降、大主应力、小主应力分布等情况,总结出相关规律。同时与不考虑施工过程的应力变形工况计算进行了比较,总结出围堰施工过程对围堰应力变形的影响规律。

alculating and simulating the stress and deformation of Rockfill cofferdam with Ducan model, considering with the character of cofferdam construction. Through analyzing stresses and deformations, educed the settlement and pricipal stress state of all construction stages and concluded the relative orderliness. Through the comparision of construct-considering operating condition and no- construct-considering operating condition, educed the influence orderliness of construction process to the stresses and deformations of Rockfill cofferdam.

刘全、罗立哲

水利工程施工水工结构

施工过程土石围堰应力变形

construction processRockfill cofferdamstress and deformation

刘全,罗立哲.基于施工过程的土石围堰应力应变分析[EB/OL].(2010-01-08)[2025-08-18].http://www.paper.edu.cn/releasepaper/content/201001-280.点此复制

评论