考虑土体开挖和施工过程的影响,在增量法的基础上对土钉受力情况进行分析,结合工程实例计算,得出的土钉轴力计算结果与实测值相吻合,表明增量法计算土钉轴力是可行的。
The axial nail stresses in the soil nailed walls are estimated using the incremental method that considering the soil excavation and other construction process. The analysis results are consistent with the monitored values.