JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE) ›› 2016, Vol. 46 ›› Issue (4): 60-67.doi: 10.6040/j.issn.1672-3961.0.2015.251

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Properties of anti-dispersing pervious concrete

SONG Xiuguang1, ZHOU Jian1, HOU Yue2*, GE Zhi1, SUN Renjuan1   

  1. 1. School of Civil Engineering, Shandong University, Jinan 250061, Shandong, China;
    2. National Center for Materials Service Safety, University of Science &
    Technology Beijing, Beijing 100083, China
  • Received:2015-07-31 Online:2016-08-20 Published:2015-07-31

Abstract: The cement paste was first modified to obtain high segregation resistance and high fluidity performance. The impacts of cement-aggregate ratio, water-cement ratio and aggregate gradation on pervious concrete strength, density, porosity, and permeability were studied systematically. Experimental results showed that the anti-dispersion agent could effectively solve the problems of cement grout sinking and segregation. The cement-aggregate ratio could significantly affect pervious concrete performance, compared with a small impact by the water-cement ratio. The aggregate gradation also had impacts on the strength and porosity of pervious concrete. Based on the tests above, the mix proportion of pervious concrete for field construction was got. Field testing indicated that pervious concrete pile could be constructed by vibration method. The pervious concrete pile had good bearing capacity.

Key words: cement aggregate ratio, pervious concrete pile composite foundation, segregation resistance, water cement ratio, aggregate gradation, pervious concrete

CLC Number: 

  • U416.1
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[1] ZHANG Na1,2, CUI Xin-zhuang1,2*, ZHANG Jiong1,2, ZHOU Ya-xu1,2, GAO Zhi-jun1,2, SUI Wei1,2. Settlement-controlling and pressure-reduction effect of pervious concrete pile  under the action of embankment load [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2013, 43(4): 80-86.
[2] CUI Xin-zhuang1,2, WANG Cong1,2, ZHOU Ya-xu1,2, ZHANG Na1,2, GAO Zhi-jun1,2. Anti-earthquake mechanism of pervious concrete pile composite foundation [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2012, 42(4): 86-91.
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