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
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:
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
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/