Study on the Information System of Tunnel Stability in Arching Process of Surrounding Rock

Xiao Dan Liang

doi:10.4028/www.scientific.net/AMM.716-717.256

Paper Titles

Research on Measures of Civil Engineering Construction to Achieve the Landscape Green Energy Saving
p.240

Pressure Distribution of Pressure and Non-Pressure Sections of a Hydropower Station Spillway Tunnel
p.244

Rational Research of Deep Concave Open-Pit Slope Angle of Lower Part
p.248

Calculating Stability Factor Using Linear Sliding Method is Not Suitable for all Sandy Soil Slopes
p.252

Study on the Information System of Tunnel Stability in Arching Process of Surrounding Rock
p.256

Preliminary Exploration on Landscape Planning around Lake Zone in the City
p.260

Research on the Application of Energy Saving Technology in Building Operations
p.265

Research on Green Public Building Construction Industry
p.269

Research on Decoration Engineering Design and its Application Based on Value Chain Analysis
p.273

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 716-717Study on the Information System of Tunnel...

Study on the Information System of Tunnel Stability in Arching Process of Surrounding Rock

Abstract:

It studied the early stability model of tunnels and establish the computer information system of early stability by using general software of ANSYS and Matlab in the paper. Firstly,the stress is displayed successfully through the model of stress intensity checking and algorithm. Then,it analyzed the influence of stress on surrounding rock in the arching process by using ANSYS software to calculate stress distribution in surrounding rock.Finally,it obtained the visualization display by using Matlab. Due to the limited conditions of computer, the numerical modeling process can not simulate the real situation of surrounding rock,we can only use approximate models to replace the whole rock system.

You might also be interested in these eBooks

Mechanical Engineering and Materials Science

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 716-717)

Pages:

256-259

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.716-717.256

Citation:

Cite this paper

Online since:

December 2014

Authors:

Xiao Dan Liang*

Keywords:

ANSYS Software, Computer Warning, Information System, MATLAB Programming, Stress Nephogram, Tunnel Process

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Zhu Jianming, Feng Jinyan, Peng Xinpo, et al. The slope movement rule and tunnel parameters optimization of open-pit and underground tunnel[J]. Journal of China coal society, 2010, 35 (6): 1089-1094.

Google Scholar

[2] Chen Shikuo, Yang Tianhong, Zhang Huaxing. The slope stability of underground tunnel conditions in Pingshuo Anjialing opencast coal [J]. Journal of China Coal Society, 2011, 33 (2): 148-152.

Google Scholar

[3] Xu Xi, Zhou Bin. Analysis on tunnel roadway surrounding rock stability from opening to underground [J]. Journal of Xi'an University of Science and Technology, 2010, 30 (6): 667-671.

Google Scholar

[4] Ning Zhangxuan, Zhang Hongzhu, Feng Meisheng. The similar material and numerical simulation of tunnel overburden bed separation grouting [J]. Liaoning Technical University (NATURAL SCIENCE EDITION), 2010, 29 (3): 369-372.

Google Scholar

[5] Hu Yaoqing, Yan Guochao, Shi Xiuwei. Study of the physical and numerical simulation tunnel on confined water inrush prediction theory [J]. Journal of rock mechanics and engineering, 2011, 27 (1): 9-15.

Google Scholar

[6] Gu Desheng, Li Xibing. Modern metal tunnel science and technology [M]. Metallurgical industry press, 2011: 132-140.

Google Scholar