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Information Journal Paper

Title

ANALYSIS OF UNDERWATER TUNNELS CONSIDERING STRAIN-SOFTENING BEHAVIOR IN PLASTIC ZONE

Pages

  97-97

Abstract

 In this paper, an elasto-plastic analytical-numerical method for the analysis of underwater tunnels is proposed. Seepage flow and secondary permeability of the rock mass due to the mechanical-hydraulic coupling are taken into accounts for plastic zone. Meanwhile, a modified accurate seepage model is used for elastic zone. As the analytical equations do not have closed form solutions, a computer program has been presented to obtain the solutions.

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  • Cite

    APA: Copy

    FAHIMIFAR, A., GHADAMI, H., AHMADVAND, M., & ABDOLMALEKI, A.. (2013). ANALYSIS OF UNDERWATER TUNNELS CONSIDERING STRAIN-SOFTENING BEHAVIOR IN PLASTIC ZONE. TUNNELING & UNDERGROUND SPACE ENGINEERING, 1(1), 97-97. SID. https://sid.ir/paper/582949/en

    Vancouver: Copy

    FAHIMIFAR A., GHADAMI H., AHMADVAND M., ABDOLMALEKI A.. ANALYSIS OF UNDERWATER TUNNELS CONSIDERING STRAIN-SOFTENING BEHAVIOR IN PLASTIC ZONE. TUNNELING & UNDERGROUND SPACE ENGINEERING[Internet]. 2013;1(1):97-97. Available from: https://sid.ir/paper/582949/en

    IEEE: Copy

    A. FAHIMIFAR, H. GHADAMI, M. AHMADVAND, and A. ABDOLMALEKI, “ANALYSIS OF UNDERWATER TUNNELS CONSIDERING STRAIN-SOFTENING BEHAVIOR IN PLASTIC ZONE,” TUNNELING & UNDERGROUND SPACE ENGINEERING, vol. 1, no. 1, pp. 97–97, 2013, [Online]. Available: https://sid.ir/paper/582949/en

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