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基于FLAC3D的调压井开挖三维应力应变分析

李泽 姚激

云南农业大学学报2011,Vol.26Issue(1):92-96,5.
云南农业大学学报2011,Vol.26Issue(1):92-96,5.DOI:10.3969/j.issn.1004-390X(n).2011.01.017

基于FLAC3D的调压井开挖三维应力应变分析

Three-dimensional Stress-strain Analysis of Surge Chamber Structure by FLAC3D

李泽 1姚激1

作者信息

  • 1. 昆明理工大学建筑工程学院工程力学系,云南昆明650051
  • 折叠

摘要

Abstract

In this study, FLAC3D software was employed to proceed 3-D nonlinearly simulating analysis on surge chamber structure for a hydropower station.The elastic-plasticity constitutive equations were used to establish numerical model of surge chamber structure, and geometrical boundary condition, initial ground stress and excavation works were simulated.In the model, the anchor arms elements were located in the surround rock of surge chamber structure on the excavating process.Stress-strain of structure had been analyzed, The stability of surround rock was evaluated.

关键词

有限差分法/FLAC3D/调压井/开挖/锚杆

分类

土木建筑

引用本文复制引用

李泽,姚激..基于FLAC3D的调压井开挖三维应力应变分析[J].云南农业大学学报,2011,26(1):92-96,5.

基金项目

国家自然科学基金项目(51009074) (51009074)

云南省应用基础研究计划项目(2008ZC028M) (2008ZC028M)

昆明理工大学校人才培养基金(2008-061). (2008-061)

云南农业大学学报

OA北大核心CSCDCSTPCD

1004-390X

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