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Showing Abstract of Design of PANSTAK steel cover under pressure base of hydro mechanical interaction between rock mass and cover in water tunnel of SIMEREH tunnel

  
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[ Downloads: 0 | Abstract Viewed: 107 | Pages: 9 ]
Title

Design of PANSTAK steel cover under pressure base of hydro mechanical interaction between rock mass and cover in water tunnel of SIMEREH 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 Design of PANSTAK steel cover under pressure base of hydro mechanical interaction between rock mass and cover in water tunnel of SIMEREH tunnel

 

Authors:
[ AKBAR KAZEMI ] - rock engineering group MS, TARBIAT MODARESS UNIVERSITY IN TEHRAN
[ MORTAZA AHMADI ] - rock engineering group professor assistance, TARBIAT MODARESS UNIVERSITY IN TEHRAN

 

Abstract:

When the stress of the earth is less and the thickness of stone on the tunnel is less that can not provide a strain in the way of the tunnel more than internal pressure in that time we must a water proof cover that be forbidden from the phenomenon like hydraulic breaking and hydraulic upheaval in around stone joints. We must appointed accuracy the kind and condition of the stone and the way of excavation the tunnel and topography condition of the place and the using place that tunnel is excavated for that for using the shotcrit layer or concrete lining or steel cover in water transfer tunnel. This dam are constructed on SEMIREH river that is one of the branch of KARKHEH river. As geology part it is ASMARI-SHAHBAZAN and in petrology it is stiff stone. This paper survey the propping in the PANSTAK with using the ANSYS 5,6 software.

 

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