EVALUATION OF SWELLING STRAIN IN THE TUNNEL BY ANALYTICAL METHOD

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FAHIMIFAR A.; PARSAPOUR D.

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Paper Information

Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2011 | Volume:43 | Issue:1 Page(s): 27-32

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Information Journal Paper

Title

EVALUATION OF SWELLING STRAIN IN THE TUNNEL BY ANALYTICAL METHOD

Author(s)

FAHIMIFAR A. | PARSAPOUR D. | Issue Writer Certificate

Keywords

ANALYTICAL METHODQ2

SWELLING STRAINQ2

TUNNEL CONVERGINGQ3

SUPPORTQ2

STAND-UP TIMEQ2

Abstract

In this project, SWELLING STRAIN and stress caused by tunnel excavation is determined. Two main parts of the performed analysis is mentioned here. First, swelling differential equation is solved by ANALYTICAL METHOD and the swelling quantities related to tunnel environment is calculated. Then in the second part, the amount of stresses of the tunnel environment caused by tunnel excavation is evaluated. Calculations of this part are processed by a finite element method that use isoperimetric element to model the tunnel. MATLAB code is used to process numerical model of the second part.

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APA: Copy

FAHIMIFAR, A., & PARSAPOUR, D.. (2011). EVALUATION OF SWELLING STRAIN IN THE TUNNEL BY ANALYTICAL METHOD. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 43(1), 27-32. SID. https://sid.ir/paper/165845/en

Vancouver: Copy

FAHIMIFAR A., PARSAPOUR D.. EVALUATION OF SWELLING STRAIN IN THE TUNNEL BY ANALYTICAL METHOD. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2011;43(1):27-32. Available from: https://sid.ir/paper/165845/en

IEEE: Copy

A. FAHIMIFAR, and D. PARSAPOUR, “EVALUATION OF SWELLING STRAIN IN THE TUNNEL BY ANALYTICAL METHOD,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 43, no. 1, pp. 27–32, 2011, [Online]. Available: https://sid.ir/paper/165845/en

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