|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2011年08 期
| 标题 |
| 喷锚技术在深基坑工程中的应用及位移分析(51 卷) |
| 英文标题 |
| Application of combined bolting and shotcrete technology in deep foundation pit and its displacement analysis••••••• |
| 摘要 |
| 喷锚支护结构在深基坑边坡临时性支护工程中发挥了重要的作用，可是对于喷锚支护边坡位移计算目前还缺乏公认的合适方法。结合具体工程，采用数值模拟方法计算喷锚支护边坡位移并与基坑的监测数据进行对比，定量分析了由于基坑开挖引起的水平位移与沉降。 |
| 作者 |
| 新闻作者:郭学达，于清杨，孙 晶 |
| 关键字 |
