引用本文摘 ? 要：研究了不同成型方式和水灰比對植生混凝土性能的影響。結果表明：振動成型的植生混凝土的連續孔隙率最小，插搗成型的植生混凝土的抗壓強度最高，壓搗成型的植生混凝土的連續孔隙率和抗壓強度均滿足相關設計要求；植生混凝土的抗壓強度隨著水灰比的增大而降低，連續孔隙率隨著水灰比的增大而增大；當水灰比為0.27時，采用壓搗成型方式制備得到的植生混凝土的性能滿足相關設計要求，并已成功應用于濟南趙莊險工48#壩壩坡防護工程。 Abstract: The effects of different forming methods and water-cement ratio on the properties of planting concrete were studied. The results show that the porosity of the planting concrete based on vibration molding is the smallest, the compressive strength of the planting concrete based on plug tamping is the highest, and the porosity and compressive strength of the planting concrete based on pressure tamping meet the relevant design requirements. The compressive strength of planting concrete decreases with the increase of water-cement ratio, and the porosity increases with the increase of water-cement ratio. When the water-cement ratio is 0.27, the performance of planting concrete prepared by pressure tamping method meets the relevant design requirements, and has been successfully applied to the dam slope protection project of Zhaozhuang dangerous engineering 48# dam in Jinan.
董全文,賈文文,謝慧東.植生混凝土的性能研究及在壩坡防護工程中的應用[J].混凝土與水泥制品,2021(11):94-98. DONG Q W,JIA W W,XIE H D.Study on Performance of Planting Concrete and Its Application in Dam Slope Protection Engineering[J].China Concrete and Cement Products,2021(11):94-98.