摘要
结合实际工程 ,提出了一种对采用锚杆围护结构的深基坑开挖过程中侧向位移进行预测控制的方法。计算结果表明 ,该方法预测效果较好 。
In process of digging the deep foundation with the anchor bolt supporting structure, the author brings forward a method by integrating with a actual project which can carry through prediction and control to lateral displacement of the deep foundation. The result indicates that the prediction is satisfying. The method can be used in instructing the choice of construction measures and designing modification work.
出处
《探矿工程》
2002年第4期3-5,共3页
Exploration Engineering(Drilling & Tunneling)
