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ISSN 1735-5540
Showing Abstract of Surveying the changing in reinforcement properties and applied loads on propping with making use of the phase mathematic in appointment of geo mechanical parameters
Surveying the changing in reinforcement properties and applied loads on propping with making use of the phase mathematic in appointment of geo mechanical parameters
Topic:
Geological and Geotechnical surveys and Behaviour Parameters
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Surveying the changing in reinforcement properties and applied loads on propping with making use of the phase mathematic in appointment of geo mechanical parameters
Authors:
[ FARHAD SAMIMI NAMIN ] - KOOSHA MADAN engineering group, SHAHID BAHONAR KERMAN university [ HAMED JAMSHIDI ] - mine engineering student in SHAHID BAHONAR KERMAN UNIVERSITY [ KOOROSH SHAHRIYAR ] - professor assistant of SHAHID BAHONAR KERMAN UNIVERSITY [ SAIED KARIMI NASAB ] - professor assistant of SHAHID BAHONAR KERMAN UNIVERSITY
Abstract:
In estimating the amount of propping height of rock load and reinforcement of rock mass are used of classifying the rock mass as a suitable equipment but classifying the rock mass that are given till today are expended based on classic ------ of selections and as a different selection and boundary with expected range. In classic mind define the boundary between selection are unknown, this mind because of the answering as a been or un been with defining the membership degree as a define a boundary for the stories and dividing them are canceled. this paper base on geology information that are find from excavation the borehole and core barrel of rock mass of transfer of tunnel rock mass are cofigurated. With looking on this information reinforcement parameter of rock the applied load on propping system and the height of
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Showing Abstract of Surveying the changing in reinforcement properties and applied loads on propping with making use of the phase mathematic in appointment of geo mechanical parameters
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Abstract of the Article
Surveying the changing in reinforcement properties and applied loads on propping with making use of the phase mathematic in appointment of geo mechanical parameters
Abstract: