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Title

Wave Equation in Rock masses with numerical modelling

Year: 1393
COI: SMFE01_323
Language: EnglishView: 652
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Abstract:

Numerical tests on three-dimensional rock samples containing hole were carried out with finite element software ANSYS to investigate the mechanism of zonal disintegration within surrounding rock mass around deep circular tunnel under dynamic disturbance. Numerical tests presented thedistribution of stress and deformation and visualized zonaldisintegration phenomenon of rockmass around deep semiarched tunnel under dynamic loads. The simulation results indicate that zonal disintegration phenomenon may occur, when superposition value of high ground stress and dynamic disturbance satisfies a certain condition

Keywords:

Rock mass around deep tunnel, disintegration, Numerical test, Dynamic disturbance

Paper COI Code

This Paper COI Code is SMFE01_323. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/332650/

How to Cite to This Paper:

If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:
ghaemi, Masoud and Shaker, Masoud and zivari, Amin,1393,Wave Equation in Rock masses with numerical modelling,1st National Conference on Soil Mechanics and Foundation Engineering ,Tehran,,,https://civilica.com/doc/332650

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