Cement Concrete Level Sliding Mode Forming A Pilot Study Of The Mechanical Mechanism

Based on the orthogonal experiment, the rheological property of the freshhorizontal slip-form concrete and the mechedcal property of the unconfinedcompression tests were tested and studied theoretically, then the relationshipsbetWeen its stress and strain were established. Meanwhile, the influencing factorssuch as the mix design, the time after mixing and the rate of loading weredria1yzed. On the base of the above, the mechbocal property of slip-fOrmpavement was stUdied, and combining the slip-form paver with the constructiontechnology, the application of the study conclusions into the practice was exploredat last.