Numerical Simulation of Creep Deformation for Large Section Tunnel in Soil with Visco-Elastic-Plastic FEM-Reference-Cited by-同舟云学术

Numerical Simulation of Creep Deformation for Large Section Tunnel in Soil with Visco-Elastic-Plastic FEM

Published:2011-10 Issue: Volume:368-373 Page:2500-2503
ISSN:1662-8985
Container-title:Advanced Materials Research
language:
Short-container-title:AMR

Author:

Liu Sheng¹,Liu Tong²,Liu Bang Zhe²,Dong Zi Chao²

Affiliation:

1. Chang’an University

2. Xi’an University of Architecture and Technology

Abstract

In order to reasonably analyze the influence of rheological properties on the soil deformation behavior of tunnel in soil, this paper establishes visco-elastic-plastic numerical calculation model for analysis of tunnel in soil deformation based on ANSYS software by relying on physical construction. The results show that creep deformation accounts for 24% of total deformation of the tunnel, so it is necessary to make visco-elasto-plastic analysis on tunnel in soil. If the numerical simulation results are basically the same with the trend of temporal curve of measured data, and the data obtained is relatively close, then the established model is correct.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Link

https://www.scientific.net/AMR.368-373.2500.pdf

Reference10 articles.

1. N. BARTON, R. LIEN,J. LUNDE, Engineering classification of rock masses for the design of tunnel support[J]. Rock Mechanics and Rock Engineering，1974, 6(4)：pp.183-236.

2. JTG D70-2004. Specifications for Design of Highway Tunnel, People's Communication Press, (2004).

3. JTG F60-2009 Specifications for Construction of Highway Tunnel, People's Communication Press, (2009).

4. Yu Xuefu, Zheng Yingren, Liu Huaiheng. The stability analysis of underground engineering. China Coal Industry Press, Beijing. (1983).

5. Kitagava T, Iida H, TadenumaY, et al. Tunneling method for shallow tunnel with ground stabilizing[C], Rotterdam: Mill press Rotterdam, (2004).

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Hybrid deep learning approach for rock tunnel deformation prediction based on spatio-temporal patterns;Underground Space;2024-08

2. Nonlinear Visco-Elasto-Plastic Model for Surrounding Rock Incorporating the Effect of Intermediate Principal Stress;Geotechnical and Geological Engineering;2016-10-28

3. Nonlinear visco-elasto-plastic solution of surrounding rock considering seepage force and 3-D Hoek–Brown failure criterion;International Journal of Geotechnical Engineering;2016-08-08