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گواهی نمایه سازی مقاله lateral resistance of single pile located near reinforcing sandy slope by randomly distributed polymer wastes

عنوان مقاله: lateral resistance of single pile located near reinforcing sandy slope by randomly distributed polymer wastes
شناسه (COI) مقاله: NCCE06_0010
منتشر شده در ششمین کنگره ملی مهندسی عمران در سال ۱۳۹۰
مشخصات نویسندگان مقاله:

m dehghan abnavi - lecturer department of civil engineering islamic azad university beiza branch
m.a zomorodian - assistant professor department of water engineering shiraz university

خلاصه مقاله:
soil reinforcement is an effective and reliable method for increasing stabiligy , strength and bearing capacity of soil. Carpet shreds and carpet shred - soil mixture can be used as alternative backfill material in many geotechnical applications. Inthis study an experimental testing program was undertaken using small scale model tests with goal of evaluating the lateral resistance of a single pile located near a reinforcing sandy slope . a broad series of conditions including unreiforced cases was tested by varying parameters such as: carpet shred content 0.3,0.6 , 0.9,1.2,1.5and 1.8 percent of the weight of dry sand. aspect ratios 1,2,3 and 4 with shred's width 2 and length 2,4,6 and 8 cm respectively of carpet shreds, pile distance from the slope crest relative density of sand angle of the slope embedded length skin friction and cross section of pile.

کلمات کلیدی:
Pile, Lateral Load, Sand, Reinforced Slope, Carpet Shreds

صفحه اختصاصی مقاله و دریافت فایل کامل: https://www.civilica.com/Paper-NCCE06-NCCE06_0010.html