مقاله Rheological Properties, Segregation Resistance and Compres

مقاله Rheological Properties, Segregation Resistance and Compressive Strength of SelfدرConsolidating Lightweight Concrete incorporating Natural Zeolite در pdf دارای 9 صفحه می باشد و دارای تنظیمات در microsoft word می باشد و آماده پرینت یا چاپ است
فایل ورد مقاله Rheological Properties, Segregation Resistance and Compressive Strength of SelfدرConsolidating Lightweight Concrete incorporating Natural Zeolite در pdf کاملا فرمت بندی و تنظیم شده در استاندارد دانشگاه و مراکز دولتی می باشد.
این پروژه توسط مرکز مرکز پروژه های دانشجویی آماده و تنظیم شده است
توجه : در صورت مشاهده بهم ریختگی احتمالی در متون زیر ،دلیل ان کپی کردن این مطالب از داخل فایل ورد می باشد و در فایل اصلی مقاله Rheological Properties, Segregation Resistance and Compressive Strength of SelfدرConsolidating Lightweight Concrete incorporating Natural Zeolite در pdf ،به هیچ وجه بهم ریختگی وجود ندارد
بخشی از متن مقاله Rheological Properties, Segregation Resistance and Compressive Strength of SelfدرConsolidating Lightweight Concrete incorporating Natural Zeolite در pdf :
سال انتشار: 1393
محل انتشار: هشتمین کنگره ملی مهندسی عمران
تعداد صفحات: 9
نویسنده(ها):
Mahdi Mahdikhani – Assistant Professor, Civil Engineering Department, Faculty of Engineering, Imam Khomeini International University, Qazvin, Iran
Seyyed Naser Amini – Civil Engineering Department, Faculty of Engineering, Imam Khomeini International University,Qazvin, Iran
Hamid Bayat – Civil Engineering Department, Faculty of Engineering, Imam Khomeini International University,Qazvin, Iran
چکیده:
This paper presents the fresh and mechanical properties of Self-Consolidating Lightweight Concrete (SCLC) containing Natural Zeolite (NZ) assessed by means of slump flow, flow time, V-funnel, L-box, column segregation, compressive strength and cross-section image tests. The test results indicate thatincorporation of NZ generally improves mechanical and rheological characteristics of the concrete mixtures. In the hardened state, by increasing NZ, the compressive strength was increased up to 14% and 25% at the age of 7-days and 28-days, respectively. In addition, the results show that NZ enhancedaggregate segregation of SCLC. In addition, the viscosity of SCLC increased when the percentage of NZ increased. As the results of column segregation and L-box tests show, segregation resistance ability was increased by higher proportion of NZ and finally segregation resistance and passing ability were increased at higher proportion of NZ and finally segregation was qualified in mixture with 12% NZ.

کلمات کلیدی :
» نظر