Volume 9, Issue 1 (6-2015)
2015, 9(1): 2559-2574 |
Back to browse issues page
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Taremi M, Eftekhari A, Saeedi M. A Study of the Reinforcement Effect of IPE Arc Support Technique (IAST)-A Case Study of Sabzkuh Tunnel. Journal of Engineering Geology 2015; 9 (1) :2559-2574
URL: http://jeg.khu.ac.ir/article-1-1714-en.html
URL: http://jeg.khu.ac.ir/article-1-1714-en.html
1- , majidtarami@ymail.com
Abstract: (7489 Views)
This paper presents a case study of the instability mechanism, to verify and reinforcement method adopted construct collapsed zone of Sabzkuh water conveyance tunnel in southwest Iran. The instability problems were encountered during tunnel excavation due to the failure, changes in stress field lead to deformation causing dilation and increasing the permeability of sand and gravel layers, local fault gouge zones, landslide and in turn significant reduction in shear strength and collapse in tunnel. IPE Arch Support Technique (IAST) was, used for T1 part of Sabzkuh tunnel zone in order to reinforce the ground around tunnel and to cross the zone falling. In this study, Finite Element Method was employed for the quantitative reinforcement effect with deformation modulus of ground, IPE length and size. As a result, the settlement increases as length increases and decreases with the increase of the deformation modulus of ground and IPE size.
Keywords: Tunneling, Collapse, Finite Element Method, Experience, IPE Arc Supprt, Sabzkuh tunel, Settlement
| Rights and permissions | |
 |
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
