چکیده مقاله
One of the main issues that has been discussing in recent years consistently among engineers, especially those experts who are in activities related to constructions, has been the topic of excavations and theoretical and practical problems of them Appropriate excavation wall stabilizing methods have been studaccording to soil type, dimensions and depth of excavation, the underground water level, its location, regional seismicity, loading condition around the wall, insurance cover interms of social and more important than all of them is technical knowledge and sense of responsibility of designer and supervisor to public health and the public rights Soil nailing is one of modern methods and technologies in excavation stabilization in recent years, that experts have been involving The aim of this paper is analyses of excavation that reinforced with soil nailing technique by finite element method In this regard, determining factors of system performance and soil nailing are investigated In this way considering effect of soil nailing system stiffness, soil structure interactions and elements behavioral model selection have been investigated For this purpose appropriate software and models for studies and modelings have been used According to studies conducted for parametric analysis, shown to be effective in each of the parameters and what extent of nails importance to stability of soil nailed systems and how effective they are, respectively
کلیدواژهها
نویسندگان
Hassan Panahpour
Graduated of M Sc
توحید اخلاقی
Assistant professor, Civil Engineering department, Tabriz University, Tabriz
Masoud Pourbaba
Hassan Panahpour Graduated of M.ScTohid Akhlaghi Assistant professor, Civil Engineering department, Tabriz University, Tabriz
شیوه ارجاع
Panahpour, Hassan and Akhlaghi, Tohid and Pourbaba, Masoud,1391,Numerical Investigation on Optimum Layout of Nails on Soilnailing,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
مجموعه مقالات نهمین کنگره بین الملی مهندسی عمران19 اردیبهشت 1391 · اصفهان