摘要
通过不同配比的胶粉、胶粒分别替代砂、石制成150 mm×150 mm×150 mm的试件进行养护并试验,研究了橡胶掺量、掺入方式和粒径对混凝土轴心抗压强度的影响。
Through maintenance and test of 150 mm × 150 mm ×150 mm samples prepared by rubber powder and particle of different mixing proportion instead of sand and stones, the influence of rubber proportion, mixing mode and particle size on concrete axial compressive strength are studied.
出处
《路基工程》
2011年第1期128-130,共3页
Subgrade Engineering
关键词
橡胶粒径
橡胶混凝土
抗压强度
rubber particle size
rubber concrete
compressive strength
