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Study on the JH-2 Model Parameters for Metro Shield Cutting Reinforced Concrete Pile

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Abstract

In order to investigate the application of JH-2 (Johnson-Holmquist-2) constitutive model in concrete, a series of parameters study have been conducted to evaluate the JH-2 model in C30 concrete. The finite element analysis software ABAQUS is utilized to simulate the compression test of the three-dimensional standard concrete test based on the ALE adaptive mesh and the damage failure criterion of element deletion function. The numerical analysis of 3D concrete pile foundation and simplified shield machine cutter head to simulate shield cutting pile is established. Analyzing the numerical simulation and construction data, the key points of the shield machine cutting pile are illustrated. Research shows that: (1) JH-2 constitutive model can be used to simulate the concrete cutting. (2) The better damage parameters have been represented and verified against the results of experiments, which are D1 = 0.6 and D2 = 0.1 in the JH-2 model of C30 concrete. (3) In the simulation example of concrete compression and cutting pile, the failure form of concrete is brittle failure, and the non-linear characteristics of concrete has been observed. (4) The simulated torque vibration of the cutter head is relatively large than actual pile cutting, and the actual shield machine cutting pile construction should have a low rotation speed and low propulsion speed.

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The data supporting the results of this study can be obtained from the corresponding author upon reasonable request.

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Authors and Affiliations

  1. School of Water Conservancy and Environment, Zhengzhou University, Zhengzhou, 450001, People’s Republic of China

    Ping Xu & Sixian Zuo

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  1. Ping Xu
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  2. Sixian Zuo
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Ping Xu: Investigation—editing and supervision. Sixian Zuo: Writing, editing – data analysis and original drafts.

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Correspondence to Sixian Zuo.

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Xu, P., Zuo, S. Study on the JH-2 Model Parameters for Metro Shield Cutting Reinforced Concrete Pile. Geotech Geol Eng 39, 5267–5278 (2021). https://doi.org/10.1007/s10706-021-01830-y

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  • DOI: https://doi.org/10.1007/s10706-021-01830-y

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