山东大学学报(工学版) ›› 2016, Vol. 46 ›› Issue (4): 60-67.doi: 10.6040/j.issn.1672-3961.0.2015.251
宋修广1,周健1,侯越2*,葛智1,孙仁娟1
SONG Xiuguang1, ZHOU Jian1, HOU Yue2*, GE Zhi1, SUN Renjuan1
摘要: 对透水混凝土的水泥浆进行改性,得出耐离析、高流动性能的透水混凝土。通过室内研究系统研究了灰骨比、水灰比、骨料级配对透水混凝土强度、密度、孔隙率、渗透性的影响规律。试验结果表明:抗分散剂可有效解决水泥浆下沉及离析的问题;抗分散透水混凝土的灰骨比对混凝土的性能有显著影响,水灰比的影响较小;集料级配对混凝土的强度及孔隙率具有一定的影响。基于上述试验,得出适用于现场施工的透水混凝土配合比,通过现场试验验证了振动沉管法施工透水性混凝土桩的可行性,并验证了透水性混凝土桩具有较高承载力。
中图分类号:
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