Comparing the numerical modeling method of rock mass in analysis of tunnel and basement structures

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Showing Abstract of Comparing the numerical modeling method of rock mass in analysis of tunnel and basement structures

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Title	Comparing the numerical modeling method of rock mass in analysis of tunnel and basement structures
Topic:	Analyse Methods	Published Year:	2004
Presentation:	Oral	Published in:	[ 6th Iranian Tunneling Conference ]
Original Language:	Persian	Full Text Size:	Not Available

Abstract of the Article

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Comparing the numerical modeling method of rock mass in analysis of tunnel and basement structures

Authors:
[ SEYED MOJTABA MOOSAVI ] - engineering college of Tehran university
[ MOHAMAD TAGHI AHMADI ] - engineering college of Tehran university

Abstract:

Discontinuity and anisotropic are effective in define the monitoring in failure and deformation of rock mass that in the near years many kind of numerical analysis are gave that with using the computer they find a good place for that in accounting the strains and displacements and failure amount in rock mass. These methods that are used in rock mechanic are consists of: domain method, boundary methods, discrete methods. Using of these methods are different in the analysis of strain in rock in different condition and need to get decide about this that whom of them must use is difficult. This paper with making use of the classifying the real condition of rock mass physics and numerical methods the modeling f them are explained.

Keywords:

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