Failure Mechanism of Tunneling in Sand; Solution by macro-synthetic fibers
عنوان مقاله: Failure Mechanism of Tunneling in Sand; Solution by macro-synthetic fibers
شناسه ملی مقاله: CAUCONF01_0376
منتشر شده در کنفرانس عمران، معماری و شهرسازی کشورهای جهان اسلام در سال 1397
شناسه ملی مقاله: CAUCONF01_0376
منتشر شده در کنفرانس عمران، معماری و شهرسازی کشورهای جهان اسلام در سال 1397
مشخصات نویسندگان مقاله:
Zia Hoseini - School of civil engineering, Damghan University, P.O.Box ۳۶۷۱۵-۳۶۴, Damghan Iran.
خلاصه مقاله:
Zia Hoseini - School of civil engineering, Damghan University, P.O.Box ۳۶۷۱۵-۳۶۴, Damghan Iran.
A successful tunnel design must fulfill basic requirements for soil structural stability, durability and cost effectiveness with reasonable accuracy. The use of fiber reinforced concrete in tunnel linings, with or without conventional rebars, has increased in the two last decades, especially with regard to precast tunnel segmental linings. In addition, there is a general growing interest in the scientific community on macrosynthetic fibers for use in underground structures. In the presented research, there’s a brief reference of the mechanism of sand tunnel’s failure and precast PP fibers only (PFRC specimens); combination of PP fibers and conventional reinforcement (RC + PFRC segments). Based on the loading configurations considered, analytical results showed that PP fibers represent an efficient reinforcement for precast tunnel segments
کلمات کلیدی: Tunneling; Segments; failure; macro-synthetic fibers
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/775481/