会议论文

Feng, Xinjun

英文

Geotechnical Special Publication

0895-0563

2016

2016-January

266 GSP

91-99

4th Geo-China International Conference: Material, Design, Construction, Maintenance, and Testing of Pavement, Geo-China 2016

Geo-China 2016<&wdkj&>Geo-China 2016<&wdkj&>Geo-China 2016

25 July 2016 through 27 July 2016

Shandong, PEOPLES R CHINA

[Feng, Xinjun;Liang, Fuqiang;Jiang, Hong;Yuan, Jianbo] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, 960,2nd Sect,Wanjiali South Rd, Changsha 410004, Hunan, Peoples R China.

Shandong Univ, Shandong Dept Transportat, Univ Oklahoma, Chinese Natl Sci Fdn, Amer Soc Civil Engineers, Geo Inst

Chen D.Lee J.Steyn W.J.

UNITED ENGINEERING CENTER, 345 E 47TH ST, NEW YORK, NY 10017-2398 USA

American Society of Civil Engineers (ASCE)

9780784480090

10.1061/9780784480090.012

This study was supported by National Natural Science Foundation of China. Project No. 51578080, Hunan Provincial Natural Science Foundation of China. Project No. 12JJ3050 and Open Fund of Key Laboratory of Special Environment Road Engineering of Hunan Province (Changsha University of Science and Technology). Project No. kfj110402.

本校为第一且通讯机构

Porous concrete due to its high porosity and permeability is considered as an alternative to tunnel pavements base. Based on orthogonal test method, an optimized coarse aggregates gradation with good packing state and uniformity is put forward. Three factors of cement content, sand ratio and water-cement ratio are considered in an orthogonal test with four levels adopted in every factor. The results show the most effective factor affecting 7-day compression strength is cement content, then sand ratio and water-cement ratio. The most effective f...