Effect of roughness on soil-geogrid interaction in direct shear mode
عنوان مقاله: Effect of roughness on soil-geogrid interaction in direct shear mode
شناسه ملی مقاله: NCCE11_130
منتشر شده در یازدهمین کنگره ملی مهندسی عمران در سال 1398
شناسه ملی مقاله: NCCE11_130
منتشر شده در یازدهمین کنگره ملی مهندسی عمران در سال 1398
مشخصات نویسندگان مقاله:
Mahmood Reza Abdi - Faculty of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran
Mahdi Safdari Seh Gonbad - Faculty of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran
خلاصه مقاله:
Mahmood Reza Abdi - Faculty of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran
Mahdi Safdari Seh Gonbad - Faculty of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran
Contact surface roughness and geogrid aperture size are among the factors affecting soil-geogrids interaction. In this study, to investigate the effects of these factors, large-scale direct shear tests have been conducted using a well graded sand at a relative density of 80% reinforced with three geogrids having different aperture size. Samples were subjected to normal pressures of 12.5, 25 and 50kPa and sheared at a rate of 1mm/min. Geogrid surface roughness was achieved by gluing single sized sand particles. Results show that increasing geogrid surface roughness increases shear strength at soil-geogrid interface and there is an optimal relation between geogrid aperture size and shear strength increase
کلمات کلیدی: Geogrid, Direct shear, Interaction, Roughness.
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/917886/