Model tests on pervious concrete pile and impervious concrete pile composite foundation

被引:0
|
作者
Cai, Jun [1 ]
Du, Guangyin [1 ]
Xia, Han [1 ]
Sun, Changshen [2 ]
机构
[1] Southeast Univ, Inst Geotech Engn, Nanjing 211189, Peoples R China
[2] Zhejiang Prov Inst Commun Planning Design & Res, Hangzhou 310006, Peoples R China
来源
2020 8TH ASIA CONFERENCE ON MECHANICAL AND MATERIALS ENGINEERING (ACMME 2020) | 2020年 / 319卷
关键词
D O I
10.1051/matecconf/202031906001
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Taking the advantages of high permeability and high strength, pervious concrete piles is suitable for improving ground bearing capacity and reduce the post-construction settlement, so pervious concrete pile composite foundation is a new foundation treatment. As pervious concrete piles were designed to accelerate soil consolidation and improve the ground bearing capacity, so model test of pervious concrete piles were conducted to evaluate the consolidation effect. Pervious concrete with porosity 20%, 25%, 30% and 35% was designed to compare the strength and permeability, and the porosity of 30% was selected, so the pile was made for the model test. Compared with impervious concrete pile composite foundation, as the pervious pile shortens the drainage path, pervious concrete pile composite foundation can shorten the consolidation time by about 30.3% and significantly reduce the peak value of excess pore pressure. With the increase of load and consolidation rate of soil around the pile, the stress ratio of pervious concrete pile increase first, then decrease and tend to be flat.
引用
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页数:4
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