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Sensitivity analysis for shear strength of flat interface between shotcrete and granite in high temperature tunnel

机译:高温隧洞冲击件与花岗岩平面剪切强度的敏感性分析

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For the sensitivity on the shear strength of flat interface between shotcrete and granite in high temperature tunnel, shear experiments were performed with concrete-granite combined specimens. By calculating the sensitivities of temperature, relative humidity, normal stress and concrete strength, the sensitivities of peak shear strength and residual shear strength were evaluated. The results show that the most sensitive factor is temperature and the more sensitive factors are relative humidity and normal stress for peak shear strength. Whereas it has weak correlation with concrete strength. The most sensitive factor is normal stress for residual shear strength, and all of temperature, relative humidity and concrete strength are weakly relative to it. High rock temperature has great influence on the peak shear strength, however, little effect on the residual shear strength which is similar to normal temperature.
机译:为了在高温隧道中射击件和花岗岩之间平面剪切强度的敏感性,用混凝土花岗岩组合标本进行剪切实验。通过计算温度,相对湿度,正常应力和混凝土强度的敏感性,评估了峰值剪切强度和残留剪切强度的敏感性。结果表明,最敏感的因素是温度,更敏感的因素是峰值剪切强度的相对湿度和正常应力。而它与混凝土强度有薄弱的相关性。最敏感的因素是残留剪切强度的正常应力,以及所有温度,相对湿度和混凝土强度相对于它弱。然而,高岩石温度对峰值剪切强度产生很大影响,然而,对类似于正常温度的残留剪切强度影响很小。

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