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滑坡治理抗滑桩内力监测方法与数据处理
引用本文:王薇,徐志诚,邓清禄.滑坡治理抗滑桩内力监测方法与数据处理[J].安全与环境工程,2010,17(2):5-8.
作者姓名:王薇  徐志诚  邓清禄
作者单位:1. 中国地质大学工程学院,武汉,430074
2. 中国石油天然气股份有限公司管道分公司,河北,廊坊,056000
摘    要: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。

关 键 词:滑坡治理  抗滑桩  内力监测  钢筋计  

Analysis on Landslide Improvement Anti-slide Pile Internal Force Monitoring Data
WANG Wei,XU Zhi-cheng,DENG Qing-lu.Analysis on Landslide Improvement Anti-slide Pile Internal Force Monitoring Data[J].Safety and Environmental Engineering,2010,17(2):5-8.
Authors:WANG Wei  XU Zhi-cheng  DENG Qing-lu
Institution:1.Faculty of Engineering/a>;China University of Geosciences/a>;Wuhan 430074/a>;China/a>;2.Pileline Sub-company of Petrol China/a>;Langfang 065000/a>;China
Abstract: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 ant...
Keywords:landslide improvement  anti-slide pile  internal force monitoring  steel bar meter  
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