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Information Journal Paper

Title

NUMERICAL STUDY OF FACE PRESSURE EFFECT ON SURFACE SETTLEMENT IN SOFT GROUND MECHANIZED TUNNELING- A CASE STUDY: TEHRAN METRO LINE 7

Pages

  100-100

Abstract

 Tehran's metro line 7 project has been excavated by an Earth Pressure Balance (EPB) machine. Four sections of the line 7 tunnel have been selected in this study, and the influence of face and backfill grout pressures on surface SETTLEMENT has been numerically investigated. The obtained numerical results have been confirmed by the monitoring data using the installed instruments on site. Then, the results of various numerical models for different amounts of face pressure and backfill grouting pressure have been discussed. In this research, the influence of backfill grouting pressure is found to be significant.

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    APA: Copy

    HEIDARI SHEIBANI, R., ZARE, S., MIRZAEI NASIRABAD, H., & FOROUGHI, M.. (2013). NUMERICAL STUDY OF FACE PRESSURE EFFECT ON SURFACE SETTLEMENT IN SOFT GROUND MECHANIZED TUNNELING- A CASE STUDY: TEHRAN METRO LINE 7. TUNNELING & UNDERGROUND SPACE ENGINEERING, 1(1), 100-100. SID. https://sid.ir/paper/601285/en

    Vancouver: Copy

    HEIDARI SHEIBANI R., ZARE S., MIRZAEI NASIRABAD H., FOROUGHI M.. NUMERICAL STUDY OF FACE PRESSURE EFFECT ON SURFACE SETTLEMENT IN SOFT GROUND MECHANIZED TUNNELING- A CASE STUDY: TEHRAN METRO LINE 7. TUNNELING & UNDERGROUND SPACE ENGINEERING[Internet]. 2013;1(1):100-100. Available from: https://sid.ir/paper/601285/en

    IEEE: Copy

    R. HEIDARI SHEIBANI, S. ZARE, H. MIRZAEI NASIRABAD, and M. FOROUGHI, “NUMERICAL STUDY OF FACE PRESSURE EFFECT ON SURFACE SETTLEMENT IN SOFT GROUND MECHANIZED TUNNELING- A CASE STUDY: TEHRAN METRO LINE 7,” TUNNELING & UNDERGROUND SPACE ENGINEERING, vol. 1, no. 1, pp. 100–100, 2013, [Online]. Available: https://sid.ir/paper/601285/en

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