• Title/Summary/Keyword: punch-loaded test

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A Study on Effect of Shotcrete Adhesive Strength on Large Section Rock Tunnel Stability (대단면 암반터널의 안정성에 미치는 숏크리트 부착강도의 영향에 관한 연구)

  • Chang, Seok-Bue;Hong, Eui-Joon;Moon, Sang-Jo
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.7 no.4
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    • pp.305-311
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    • 2005
  • Shotcrete adhesive strength in large section tunnels in jointed rock masses plays an important role in preventing rock block from falling and shotcrete debonding due to blasting vibration. Nevertheless, it has not been considered as a major factor such as shotcrete compressive strength in design and construction. For this reason, the purpose of this study is to analyze the effect on shotcrete adhesive strength for large-sectioned tunnels. First, the parametric study using numerical model similar to Holmgren's punch-loaded test was executed for various range of adhesive strength. It shows that the shotcrete bearing capacity is linearly proportioned to the adhesive strength between shotcrete layer and blocks. And then, distinct element analysis of a jointed rock tunnel for an adhesive strength of 1 MPa and a conventional fully-bonded condition between the shotcrete layer and the excavation face was compared in order to evaluate the effect of the shotcrete adhesive strength.

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Application of artificial neural networks in the analysis of the continuous contact problem

  • Yaylaci, Ecren Uzun;Oner, Erdal;Yaylaci, Murat;Ozdemir, Mehmet Emin;Abushattal, Ahmad;Birinci, Ahmet
    • Structural Engineering and Mechanics
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    • v.84 no.1
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    • pp.35-48
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    • 2022
  • This paper investigates the artificial neural network (ANN) to predict the dimensionless parameters for contact pressures and contact lengths under the rigid punch, the initial separation loads, and the initial separation distances of a contact problem. The problem consisted of two elastic infinitely layers (EL) loaded by means of a rigid cylindrical punch and resting on a half-infinite plane (HP). Firstly, the problem was formulated and solved theoretically using the Theory of Elasticity (ET). Secondly, the contact problem was extended based on the ANN. External load, the radius of punch, layer heights, and material properties were created by giving examples of different values used at the training and test stages of ANN. Finally, the accuracy of the trained neural networks for the case was tested using 134 new data, generated via ET solutions to determine the best network model. ANN results were compared with ET results, and well agreements were achieved.