This paper researches the influence of no treating, paving cement and fly ash paste, and paving cement mortar on RCC layer surface upon the ultimate tensile strain of placing joint of RCC layers under the condition of different interval of placement of RC
This paper researches the influence of no treating, paving cement and fly ash paste, and paving cement mortar on RCC layer surface upon the ultimate tensile strain of placing joint of RCC layers under the condition of different interval of placement of RC
研究在不同的层间间隔时间条件下，采用不同的胶凝材料用量，对碾压混凝土层面分别采取不处理，铺水泥粉煤灰浆(简称水泥净浆)、水泥砂浆等处理措施对碾压混凝土层面极限拉伸值的影响。