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高陡边坡的监测与稳定性分析
引用本文:付军锋,刘立,陈帆,陆海空.高陡边坡的监测与稳定性分析[J].西华大学学报(自然科学版),2010,29(1):107-110.
作者姓名:付军锋  刘立  陈帆  陆海空
作者单位:西华大学建筑与土木工程学院,四川,成都,610039
基金项目:西华大学岩土工程研究所与中国水电七局横向课题 
摘    要:从现场监测仪器获取的位移、应力方面的原始数据入手,绘制出位移、应力随时间变化的曲线图,并运用回归拟合分析方法,在综合分析开挖过程中各种影响因素以及锚固工具对边坡锚固效果的基础上,掌握了边坡的变形趋势及稳定状况。可为预测、预报及整治工程地质灾害等提供可靠的资料和科学的依据,为工程的安全进行提供理论保障。

关 键 词:高陡边坡  监测  位移  应力

Monitoring and Stability Analysis of High-Steep Slope
FU Jun-feng,LIU Li,CHEN Fan,LU Hai-kong.Monitoring and Stability Analysis of High-Steep Slope[J].Journal of Xihua University:Natural Science Edition,2010,29(1):107-110.
Authors:FU Jun-feng  LIU Li  CHEN Fan  LU Hai-kong
Affiliation:FU Jun-feng,LIU Li,CHEN Fan,LU Hai-kong (School of Architecture , Civil Engineering,Xihua University,Chengdu 610039 China)
Abstract:According to the original data of displacement and stress obtained from the field Monitoring instruments,the authors drew the displacement and stress curves with the variation of time.Regression fitting analysis method was used and various factors were also considered in the process of excavation and the effect of anchorage tools for the rock slope at the same time,so that the accurate information of the slope deformation characteristics and stability state can be found,and the normal conduct of the constru...
Keywords:high-steep slope  monitor  displacement  stress  
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