Investigating Of Effective Parameters On Stress Behavior Of Pressure Deep Twin Tunnels Under Pressure

Publication:
Investigating Of Effective Parameters On Stress Behavior Of Pressure Deep Twin Tunnels Under Pressure

dc.contributor.author	Panji, Mehdi
dc.contributor.author	Kavandi, Pouya
dc.date.accessioned	2016-09-30T07:01:47Z
dc.date.available	2016-09-30T07:01:47Z
dc.date.issued	2016-08
dc.description.abstract	The twin tunnels under the pressure have been analyzed in this study. Full-plane boundary element method (BEM) has been used for modeling. Focus of meshing on the boundary of twin tunnels distinguishes distinct features of the mentioned method with other numerical methods. In this regard, in addition to providing generalities of elastostatic formulation of the method and the required verification, the numerical study of the two tunnel has been done on stress and displacement components. The results showed that if the distance between two tunnel was more than 30R (R radius of tunnel), the vertical stress on the wall of one of the twin tunnels was converged towards an alone tunnel.	tr_TR
dc.identifier.uri	http://hdl.handle.net/11413/1563
dc.language.iso	en_US	tr_TR
dc.publisher	The Turkish Online Journal of Design Art and Communication	tr_TR
dc.relation	TOJDAC	tr_TR
dc.subject	BEM	tr_TR
dc.subject	deep twin tunnels	tr_TR
dc.subject	stress behaviors	tr_TR
dc.subject	effective radius	tr_TR
dc.title	Investigating Of Effective Parameters On Stress Behavior Of Pressure Deep Twin Tunnels Under Pressure	tr_TR
dc.type	Article
dspace.entity.type	Publication