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KAZI DERINLIĞININ PÜSKÜRTME BETON DAYANIMI ÜZERINDEKI ETKISI: SAYISAL BIR YAKLAŞIM

2018 - Mustafa Kanık,Zülfü GÜROCAK - https://doi.org/10.17714/gumusfenbil.335028

Özet:Choosing appropriate and reliable support systems is one of the most important factors affecting cost and security in tunneling. The empirical rock classification methods proposed by different researchers provide great convenience in selecting the support type. Another method used in this regard is numerical analysis. With the aid of the numerical analyses, analyzing the support system empirically obtained helps to determine more reliable and economic support types. In this study, numerical models were developed using Finite Elements Method (FEM) to investigate the relationship between the strength of shotcrete and the excavation depth for the different rock classes proposed by RMR89. Different excavation depths for Weak, Fair and Good rock masses are taken into account in the modeling. Depending on the increase in depth of excavation, it has been researched how much the strength of the shotcrete must be so that the support system can continue to support without being yielded. According to the evaluated models, when the shotcrete strength is assumed as 30 MPa, the elements of shotcrete was started to yielded at 200 m depth for the weak rock mass, 310 m depth for the fair rock mass and 450 m depth for the good rock mass. After reaching the mentioned depths, it is necessary to increase the strength of the shotcrete in order to keep the support system stable. Once the shotcrete strength is increased to 40 MPa, there was not failure in the support elements up to the excavation depth of 530 m in the good rock mass, 420 m for fair rock mass and 260 m for the weak rock mass. The support system was determined stable up to 410 m overburden in the evaluated analyses for 20 MPa strengthen shotcrete. In this study, it is revealed that, the increase in depth of excavation indicates that the strength of the shotcrete must be increased to avoid instabilities of the support systems or that the support systems recommended for a lower rock class should be selected.

Anahtar Kelime:Excavation depth, Numerical modeling, RMR classification system, Shotcrete strength

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