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Stability analysis of tunnel Using the Natm Method Case Study: 4th tunnel of Firoozkooh road

عنوان مقاله: Stability analysis of tunnel Using the Natm Method Case Study: 4th tunnel of Firoozkooh road
شناسه ملی مقاله: RCEAUD04_014
منتشر شده در چهارمین کنفرانس بین المللی فناوری های نوین در مهندسی عمران،معماری و شهرسازی در سال 1396
مشخصات نویسندگان مقاله:

Alireza Afradi - Ph.D. Student of Mining Engineering, Qaemshahr Branch, Islamic Azad University, Qaemshahr, Iran
Siamak Rezazadeh - Assistant Professor and Head of the Department of Mining and Geology, Qaemshahr Branch, Islamic Azad University, Qaemshahr, Iran

خلاصه مقاله:
This paper analyzes the stability of the tunnel using natm method. The main objective of the failure is to create an external semi-rigid arc immediately after drilling with materials such as concrete, screw, etc. This will cause tension in the area around the tunnel and prevent deterioration. Shows that score Q = 4/52, and later equivalent = 12.4, and use only 2.9 meters long single Bolt single rock and a flat shutter with a thickness of 7 to 12 cm.

کلمات کلیدی:
drilling, tension, natm

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/702627/