|
| 基于adina的土钉支护有限元数值模拟 |
| Nonlinear FEM Numerical Simulation of Soil-Nailed Support System Base on Adina |
| |
| DOI:10.3969/j.issn.1671-5322.2006.02.015 |
| 中文关键词: 土钉支护 非线性 有限元 Adina |
| 英文关键词: soil nailing finite element analysis nonlinearity Adina |
| 基金项目: |
| 作者 | 单位 | | 李宇 | 河海大学,土木工程学院,江苏,南京,210098 | | 张勤 | 河海大学,土木工程学院,江苏,南京,210098 | | 周正飞 | 中航勘察设计研究院,北京,100086 |
|
| 摘要点击次数: 6764 |
| 全文下载次数: 5601 |
| 中文摘要: |
| 建立土钉支护的非线性有限元模型,土体本构采用Mohr-Coulomb模型,土钉之间采用Goodman单元模拟,能够模拟基坑的开挖与支护的施工过程.对某一具体基坑工程进行了模拟计算,取得了较满意的结果. |
| 英文摘要: |
| A nonlinear finite element model(FEM) has been developed for the analysis of soil-nailed support system.Meanwhile several kinds of constitutive model were chosen for the nonlinearity and inelasticity of soil,and the Goodman element was adopted for the soil-nail interface.The staged excavation and retaining can also be stimulated by this model.An engineering case is analyzed as an example,and the result are satisfactory. |
|
查看全文
查看/发表评论 下载PDF阅读器 |
| 关闭 |
|
|
|