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Showing Abstract of Analysis and design of 750th km of KOOHRANG TUNNEL

  
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[ Downloads: 0 | Abstract Viewed: 137 | Pages: 11 ]
Title

Analysis and design of 750th km of KOOHRANG TUNNEL
Topic: Design and Analysis of Retaining Systems Published Year: 2004
Presentation: Oral
 Published in:

[ 6th Iranian Tunneling Conference ]

Original Language: Persian Full Text Size: Not Available

 

Abstract of the Article

 

Note: English CIVILICA is in its Trial Period so Full Texts can not be provided! Persian users can download it here

Download This article in PDF format Analysis and design of 750th km of KOOHRANG TUNNEL

 

Authors:
[ AMIR HOOMAN MOHAJERI ] - STRUCTURE STUDENT OF ZAYAND AB engineering group
[ ASGHAR FOOLADGAR ] - STRUCTURE PhD ZAYAND AB engineering group

 

Abstract:

Vertical shaft of KOOHRANG tunnel is a well for urgent apex that is estimated for ub struction of tunnel conduit with a Slidy hatch for could seen the meters to end of the tunnel. Vertical height of this shaft is 38.6 meter from the axe of the tunnel that 30.7 meter of that is under ground and will erect a concrete room in the height of 7.75 meter for using of lift track system and it’s equipments. This paper explain the method of analysis and designing of shafts construction with making use of the SAP 2000, AND ETABS 2000 software with mathematic model that used in dynamical analysis based on dept pile and modeling the soil with boundary elements and with theory researches about structure reinforcement of pile after finding the plastic hinge are compared and it explained the way of analysis and designing of the shaft for the other factors.

 

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