张志增, 张欣. 横观各向同性岩体中地应力反演的参数敏感度分析[J]. 中国矿业, 2018, 27(9): 162-167. DOI: 10.12075/j.issn.1004-4051.2018.09.021
    引用本文: 张志增, 张欣. 横观各向同性岩体中地应力反演的参数敏感度分析[J]. 中国矿业, 2018, 27(9): 162-167. DOI: 10.12075/j.issn.1004-4051.2018.09.021
    ZHANG Zhizeng, ZHANG Xin. Parameter sensitivity analysis on ground stress back analysis in transverse isotropic rock mass[J]. CHINA MINING MAGAZINE, 2018, 27(9): 162-167. DOI: 10.12075/j.issn.1004-4051.2018.09.021
    Citation: ZHANG Zhizeng, ZHANG Xin. Parameter sensitivity analysis on ground stress back analysis in transverse isotropic rock mass[J]. CHINA MINING MAGAZINE, 2018, 27(9): 162-167. DOI: 10.12075/j.issn.1004-4051.2018.09.021

    横观各向同性岩体中地应力反演的参数敏感度分析

    Parameter sensitivity analysis on ground stress back analysis in transverse isotropic rock mass

    • 摘要: 为了分析横观各向同性岩体参数对地应力反分析结果的影响程度,令岩体参数在±50%的波动范围内变化并进行数值模拟,观察反分析结果的变化情况。地应力反演结果表明,已知参数波动越大,反分析结果失真程度越高,呈现线性相关性;弹性模量E的精确度对反分析结果影响最大,泊松比μ次之,泊松比μ'和弹性模量E'对反分析结果影响较小。

       

      Abstract: In order to analyze the degree of influence of parameter on geo stress back analysis, the numerical simulation of rock mass parameters in the fluctuation range from minus 50 percent to plus 50 percent is carried out, observed the changes in the results of back analysis.The results of geo stress back analysis show that the greater the fluctuation of the parameter relative to the exact value, the higher the distortion degree of the back analysis result.The fluctuation of the known parameter with the back analysis results have a linear correlation; the accuracy of the modulus of elasticity E has the greatest impact on the inverse analysis results, the impact of Poisson's ratio μ is weaker than the former, the impact of the modulus of elasticity E' and Poisson's ratio μ' is relatively minor.

       

    /

    返回文章
    返回