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立井井筒地层注浆加固实测数据分析
引用本文:商翔宇,周国庆,赵光思,程晋源,周杰.立井井筒地层注浆加固实测数据分析[J].岩土力学,2009,30(4):1073-1077.
作者姓名:商翔宇  周国庆  赵光思  程晋源  周杰
作者单位:中国矿业大学 建筑工程学院,江苏 徐州 221008
基金项目:国家自然科学基金重点项目,国家自然科学基金 
摘    要:针对某矿地层注浆治理立井井壁破裂工程期间获得的大量实测数据,分析处理得出相应无量纲影响因子以及任意注浆段注浆活动对井壁中任意监测点竖向应变改变量的影响关系式。结果表明,注浆孔位与监测点的空间相对位置、注浆压力及注浆量对监测点的竖向应变改变量的影响均属非线性,其中竖向相对位置影响较为显著。

关 键 词:注浆  立井  监测  数据分析  
收稿时间:2007-09-12

Monitoring data analysis of soil grouting reinforcement in vertical shaft
SHANG Xiang-yu,ZHOU Guo-qing,ZHAO Guang-si,CHENG Jin-yuan,ZHOU Jie.Monitoring data analysis of soil grouting reinforcement in vertical shaft[J].Rock and Soil Mechanics,2009,30(4):1073-1077.
Authors:SHANG Xiang-yu  ZHOU Guo-qing  ZHAO Guang-si  CHENG Jin-yuan  ZHOU Jie
Institution:Institute of Rock and Soil Mechanics, School of Architecture and Civil Engineering, China University of Mining & Technology, Xuzhou 221008, China
Abstract:A great amount of monitoring data were obtained during the grouting reinforcement process in vertical shaft; and then several specific non-dimensional impact fatcors were educed from these original test data.Using nonlinear least square approximation method, the relation between the vertical strain change of arbitrary position on the shaft lining and the given grouting phase was reached. The analysis result shows that not only the relative space location between grouting place and monitoring point, but also the grouting pressure and injected amount affects this vertical strain change nonlinearly; and that vertical relative location has the more prominent affection.
Keywords:soil grouting  vertical shaft  monitoring  data analysis
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