Study of clogging on pervious concrete applied on light traffic and pedestrian pavement

2021 ◽  
pp. 1-7
Author(s):  
Mísley Da Cruz Teixeira ◽  
Brenda Maiara Oliveira Alves ◽  
Luciana de Nazaré Pinheiro Cordeiro
2014 ◽  
Vol 1065-1069 ◽  
pp. 1894-1898
Author(s):  
Run Dong Gao ◽  
Qing Feng Xu ◽  
Xiang Min Li ◽  
Min Shan Du

Performance tests are conducted on pervious concrete mixed with Polypropylene Split Fiber (PPSF), in which basic indexes such as compressive strength, splitting strength, flexural strength, porosity, permeability coefficient are measured. Results indicate: mixed with certain amount of PPSF in ordinary pervious concrete is feasible, and during mixing PPSF is split into uniformly distributed monofilament fiber without occurrence of agglomeration or rustiness; incorporating 3kg PPSF in 1m3 pervious concrete is proper, under which compared with the ordinary pervious concrete, both porosity and permeability coefficient are decreased, but application requirements are still met, while strength is increased obviously; the pervious concrete mixed with PPSF can be used in ordinary light traffic pavements.


2021 ◽  
Vol 21 (2) ◽  
pp. 177-194
Author(s):  
Rafael Batezini ◽  
José Tadeu Balbo ◽  
Liv Haselbach ◽  
Filipe de Oliveira Curvo ◽  
Guilherme Nunes Kalleder ◽  
...  

Abstract Loratorial tests with pervious concrete comprised porosity and hydraulic conductivity as well as mechanical parameters as compressive, indirect tensile and bending strengths besides assessing its static and dynamic elasticity moduli. Later, a pervious sidewalk area of 1.0 x 8.65 square meters was built in order to determine the variation of the infiltration rate along time; over such experimental sidewalk, impact deflection tests performed allowed to assess back calculated moduli of the pervious concrete layer, resulting 33% to 13% lower than conventional concretes. A mechanistic analysis allowed to estimate the required thickness of concrete for heavy- and light-traffic areas. Tests disclosed no significant difference among the different concrete mixes, with 25% porosity and 0,1 cm/s permeability. Initial sidewalk infiltration rate of 0.5 cm/s dropped 50% four months after construction. It was verified that pervious concrete thicknesses for trucks and buses use are far higher than conventional concrete pavements.


2018 ◽  
Vol 7 (1) ◽  
pp. 35
Author(s):  
JOSHI TEJAS ◽  
DAVE URMIL ◽  
◽  
Keyword(s):  

Author(s):  
Suraj Pinate ◽  
Hitesh Sonawane ◽  
Jayesh Barhate ◽  
Mayur Chaudhari ◽  
Utkarsha Dhok ◽  
...  

2021 ◽  
Vol 28 (5) ◽  
pp. 1534-1545
Author(s):  
Ming-fang Ba ◽  
Xin-yu Qi ◽  
Yu-hang Zheng ◽  
Guo-yang Huang ◽  
Zhi-min He ◽  
...  

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