滑坡治理抗滑桩内力监测方法与数据处理

Analysis on Landslide Improvement Anti-slide Pile Internal Force Monitoring Data

介绍了钢筋计监测抗滑桩内力的基本原理,给出了根据钢筋计监测结果计算抗滑桩弯矩的方法,且利用单筋矩形截面受弯模型得到的抗滑桩内力曲线与理论曲线吻合较好;通过对两个监测实例进行分析,表明抗滑桩内力监测能很好地反映抗滑桩的工作状态及治理后滑坡的稳定性。

Anti-slide pile internal force monitoring is an important means to know the landslide improvement effect. This paper describes the principle of anti-slide pile internal force monitoring by the steel bar meter and the moment calculation method based on readings. The moment curves according to single-side reinforced rectangular flexural member simplified mode are anastomosed with theoretical curves. Two monitoring examples of anti-slide pile internal force monitoring can show excellently the working state of antislide pile and the stability of improved landslide.