三联拱隧道段沉降、变形稳定，满足施工控制值的要求。
The deflections and settlements of three-connected-arch tunnel tend to be stable and meet the requirements of the construction control values.
对未压坏桩后半段荷载沉降曲线进行预测时发现，桩的破坏模式对预测的效果影响较大。
It is found, during the prediction of the last potion of load-settlement curve, that the failure patterns of piles have an essential influence on the accuracy of the prediction.
根据矿山实际情况，利用矿山附近的密溪河的一段河床作为沉淀及混凝沉降池。
In view of the mine situation, the near river bed can be used as the settling pool.
应用推荐