چکیده مقاله
The main aim of this investigation was to reach a performance Self Compacting Concrete PSCC , i e a Self Compacting Concrete SCC with a compressive strength more than 50 MPa Therefore, different mixes of SCC were casted and some of fresh and hardened concrete properties were tested Based on the result obtained , two types of SCC and PSCC mixes were selected for further investigation For the selected mixes, the fresh concrete properties such as values of the Slump Flow, L Box, J Ring and V Funnel tests were measured and the Engineering properties of hardened PSCC such as compressive and flexural strength, shrinkage and swelling values were investigated experimentally at short and long terms and were compared to SCC mixes The result show that the use of PSCC can improve the Engineering properties of SCC up to 70%
کلیدواژهها
نویسندگان
A.A.Maghsoudi
Assistant professor
F.Arabpour Dahooie
M S c Student of Coastal and Offshore Structures
شیوه ارجاع
A.A.Maghsoudi, and F.Arabpour Dahooie, ,1385,Engineering Properties of Performance Self-Compacting Concrete,7th International Congress on Civil Engineering,Tehran
ارائهشده در
مجموعه مقالات هفتمین کنگره بین المللی مهندسی عمران17 اردیبهشت 1385 · تهران