| 刘运思，傅鹤林*.基于有限元强度折减法对深路堑边坡施工工序优化研究[J].南华大学学报(自然科学版),2011,25(2):10~15.[LIU Yun-si,FU He-lin*.Research on Optimization of Construction Processes of Deep Cut SlopeBased on Strength Reduction FEM[J].Journal of University of South China(Science and Technology),2011,25(2):10~15.] |
| 基于有限元强度折减法对深路堑边坡施工工序优化研究 |
| Research on Optimization of Construction Processes of Deep Cut SlopeBased on Strength Reduction FEM |
| 投稿时间：2010-10-26 |
| DOI： |
| 中文关键词: 有限元强度折减法 边坡施工工序 安全系数 边坡稳定性 |
| 英文关键词:strength reduction FEM slope construction process safety factor slope stability |
| 基金项目:国家自然科学基金资助项目（50878213） |
|
| 摘要点击次数: 701 |
| 全文下载次数: 715 |
| 中文摘要: |
| 边坡的开挖、支挡施工顺序对边坡的稳定性有较大影响.本文通过使用有限元强度折减法对深路堑边坡的不同施工方案数值模拟分析.结果表明，由上至下台阶法开挖，且开挖一级，支护一级的稳定性最高.经过对不同施工方案的对比分析后，达到对施工工序优化的目的. |
| 英文摘要: |
| The excavation of slope,the order of construction of retaining has a greater impact on the stability of slope.This article simulates the deep cut slope excavation of different construction process based on strength reduction FEM.The results show that the method of top-down and step by step supporting excavation has the highest stability.After a comparative study of different post-construction program,we had achieved the purpose of the optimization of construction process. |
| 查看全文 查看/发表评论 下载PDF阅读器 |
| 关闭 |