摘要
以某公路路堑边坡为工程依托,通过phase 2软件模拟路堑边坡动态开挖施工过程,得到了边坡开挖位移场变化规律,并对该边坡原支护设计方案进行了简单优化,对现场精细化施工具有参考价值。
Based on a highway cutting slope,the dynamic excavation process of cutting slope is simulated by phase 2 software. The change law of slope excavation displacement field is obtained,and the original design scheme of the slope is simply optimized,it has reference value for fine sit construction.
出处
《山西建筑》
2018年第24期104-106,共3页
Shanxi Architecture
基金
重庆市安全生产科学研究项目(CQAWS2011-003)
重庆科技学院研究生创新项目(YKJCX1620739)
关键词
路堑边坡
稳定性
数值模拟
位移场
cutting slope
stability
numerical simulation
displacement field
