The Design and Case Study of Pervious Concrete Materials

被引：4

作者：

Hwang, Chao Lung ^{[1
]}

Chen, Chun Tsun ^{[1
]}

Huang, Hsiu Lung ^{[2
]}

Peng, Sheng Szu ^{[3
]}

Bui, Le Anh Tuan ^{[1
]}

Yan, Yuan Yi ^{[1
]}

机构：

[1] Natl Taiwan Univ Sci & Technol, Dept Construct Engn, Taipei 10672, Taiwan

[2] Technol & Sci Inst No Taiwan, Dept Engn Mech, Taipei, Taiwan

[3] Minghsin Univ Sci & Technol, Dept Civil Engn & Environm Informat, Hsinchu 30401, Taiwan

来源：

APPLICATIONS OF ENGINEERING MATERIALS, PTS 1-4 | 2011年 / 287-290卷

关键词：

Pervious concrete material; Plant; Void ratio; Permeability;

D O I：

10.4028/www.scientific.net/AMR.287-290.781

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

This study is mainly focused on the design and application of pervious concrete material to pavement and growing plant. The test results show: 1. Addition of fine aggregate obtains better binder quality. 2. Both small aggregate size and good aggregate gradation improve strength, but reduce void ratio and permeability. 3. A data bank of the relationship of the strength, the void ratio and the permeability of pervious concrete was built. 4. A practice case study of pavement demonstrates excellent permeability comparing to the local code and good quality as well as grass growing normally.

引用

页码：781 / +

页数：2

共 11 条

[1]

Bjontegaard O., 1998, INT S HIGH PERF REAC, V1, P1

[2] The effect of fly ash/slag on the property of reactive powder mortar designed by using Fuller's ideal curve and error function [J].

Hwang, C. L. ;

Hsieh, S. L. .

COMPUTERS AND CONCRETE, 2007, 4 (06) :425-436

[3]

Hwang C.L., 2003, THEORY PRACRICE HIGH

[4]

[蒋正武 Jiang Zhengwu], 2005, [建筑材料学报, Journal of Building Materials], V8, P513

[5]

Kajio S., 1998, 8 INT S CONCRETE ROA, P171

[6]

Montes F., 2005, J ASTM INT, V2

[7]

Nader G., 1995, J TRANSP ENG MAY, P283

[8]

Regourd M., 1983, CONDENSED SILICA FUM

[9]

Tennis P.D., 2004, Pervious concrete pavements

[10] Experimental study on properties of pervious concrete pavement materials [J].

Yang, J ;

Jiang, GL .

CEMENT AND CONCRETE RESEARCH, 2003, 33 (03) :381-386

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