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Sodium Sulfate Corrosion of Metro Tunnel Lining Concrete Strength Test Curve of Impact Study

机译:硫酸钠腐蚀地铁隧道衬砌混凝土强度试验曲线的影响研究

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The project adopt raw materials of Shenyang subway tunnel lining concrete to product 40 groups of tunnel lining concrete specimen. First of all investigating and analyzing the corrosion of subway tunnel lining concrete. Second determine the selection of sodium sulfate on tunnel lining concrete under dry-wet alternate accelerated corrosion test. The corrosion of tunnel lining concrete in the process of performance change was described. Through the non destructive testing (NDT) of rebound method detecting the strength of tunnel lining concrete after corrosion of sodium sulfate. We got mean relative error(δ) and relative standard error (e_r) inside the specification through linear function, power function and exponential function, quadratic polynomial function regression analysis on non destructive testing and damage testing. The regression results show that strength test curve has good applicability to the corrosion of tunnel lining concrete. Raising the strength formula of shenyang subway tunnel lining concrete subjected to corrosion test.
机译:该项目采用沉阳地铁隧道衬砌混凝土的原料,以产品40群隧道衬砌混凝土样本。首先,首先调查和分析地铁隧道衬砌混凝土的腐蚀。第二种确定干湿交替加速腐蚀试验下隧道衬里混凝土硫酸钠的选择。描述了在性能变化过程中的隧道衬砌混凝土的腐蚀。通过反弹法的非破坏性测试(NDT)检测硫酸钠腐蚀后隧道衬砌混凝土的强度。通过线性函数,功率函数和指数函数,二次多项式函数回归分析对非破坏性测试和损伤测试的二次多项式函数回归分析,我们在规范内具有平均相对误差(δ)和相对标准误差(e_r)。回归结果表明,强度试验曲线对隧道衬砌混凝土的腐蚀具有良好适用性。提高沉阳地铁隧道衬砌混凝土的力量公式进行腐蚀试验。

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