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1

Gomez-Ullate, E., J. R. Bayon, S. Coupe, and D. Castro-Fresno. "Performance of pervious pavement parking bays storing rainwater in the north of Spain." Water Science and Technology 62, no. 3 (August 1, 2010): 615–21. http://dx.doi.org/10.2166/wst.2010.308.

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Pervious pavements are drainage techniques that improve urban water management in a sustainable manner. An experimental pervious pavement parking area has been constructed in the north of Spain (Santander), with the aim of harvesting good quality rainwater. Forty-five pervious pavement structures have been designed and constructed to measure stored water quantity and quality simultaneously. Ten of these structures are specifically constructed with different geotextile layers for improving water storage within the pavements. Following the confirmation in previous laboratory experiments that the
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2

Gomez-Ullate, E., A. V. Novo, J. R. Bayon, Jorge R. Hernandez, and Daniel Castro-Fresno. "Design and construction of an experimental pervious paved parking area to harvest reusable rainwater." Water Science and Technology 64, no. 9 (November 1, 2011): 1942–50. http://dx.doi.org/10.2166/wst.2011.175.

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Pervious pavements are sustainable urban drainage systems already known as rainwater infiltration techniques which reduce runoff formation and diffuse pollution in cities. The present research is focused on the design and construction of an experimental parking area, composed of 45 pervious pavement parking bays. Every pervious pavement was experimentally designed to store rainwater and measure the levels of the stored water and its quality over time. Six different pervious surfaces are combined with four different geotextiles in order to test which materials respond better to the good quality
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3

Henderson, Vimy, Susan L. Tighe, and Jodi Norris. "Pervious Concrete Pavement." Transportation Research Record: Journal of the Transportation Research Board 2113, no. 1 (January 2009): 13–21. http://dx.doi.org/10.3141/2113-02.

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4

Rahimi, Hamidreza, Xiaonan Tang, Sadra Rahimi, and Prateek Kumar Singh. "Using Travertine in Pervious Pavement to Control Urban-Flooding and Storm Water Quality." International Journal of Applied Science 1, no. 1 (June 29, 2018): p20. http://dx.doi.org/10.30560/ijas.v1n1p20.

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The conventional methods for controlling urban-flooding are to build raceway networks to transfer flood water away as quickly as possible. However, due to fast increase of urban population, the conventional methods are facing some problems especially when rainfall intensity is higher than design expectation. The main reason for such problems are due to impervious surfaces. Therefore, pervious pavements, such as porous asphalts or pervious concrete blocks, are now recommended to use by environmental engineers. Compared with conventional pavement surfaces, pervious pavements have lots of benefit
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5

V.S., Agilan. "Experimental Study on Pervious Concrete Pavement." Journal of Advanced Research in Dynamical and Control Systems 12, SP7 (July 25, 2020): 248–53. http://dx.doi.org/10.5373/jardcs/v12sp7/20202104.

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6

Ryu, Byung-Hyun, Sojeong Lee, and Ilhan Chang. "Pervious Pavement Blocks Made from Recycled Polyethylene Terephthalate (PET): Fabrication and Engineering Properties." Sustainability 12, no. 16 (August 7, 2020): 6356. http://dx.doi.org/10.3390/su12166356.

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The importance of permeable and pervious pavements in reducing urban stormwater runoff and improving water quality is growing. Here, a new pervious pavement block material based on recycled polyethylene terephthalate (PET) waste is introduced, which could contribute to reducing global plastic waste via PET’s utilization for construction material fabrication. The engineering properties and durability of recycled PET aggregate (RPA) pervious blocks are verified through flexural tests, in situ permeability tests, clogging tests, and freeze-thaw durability tests, and their cost-effectiveness is as
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7

Kadurupokune, N., and N. Jayasuriya. "Pollutant load removal efficiency of pervious pavements: is clogging an issue?" Water Science and Technology 60, no. 7 (October 1, 2009): 1787–94. http://dx.doi.org/10.2166/wst.2009.571.

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Pervious pavements in car parks and driveways reduce the peak runoff rate and the quantity of runoff discharged into urban drains as well as improve the stormwater quality by trapping the sediments in the infiltrated water. The paper focuses on presenting results from the laboratory tests carried out to evaluate water quality improvements and effects of long-term decrease in infiltration rates with time due to sediments trapping (clogging) within the pavement pores. Clogging was not found to be a major factor affecting pervious pavement performance after simulating 17 years of stormwater quali
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8

Hu, Yinhong, Weiwei Yu, Bowen Cui, Yuanyuan Chen, Hua Zheng, and Xiaoke Wang. "Pavement Overrides the Effects of Tree Species on Soil Bacterial Communities." International Journal of Environmental Research and Public Health 18, no. 4 (February 23, 2021): 2168. http://dx.doi.org/10.3390/ijerph18042168.

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Human disturbance and vegetation are known to affect soil microorganisms. However, the interacting effects of pavement and plant species on soil bacterial communities have received far less attention. In this study, we collected soil samples from pine (Pinus tabuliformis Carr.), ash (Fraxinus chinensis), and maple (Acer truncatum Bunge) stands that grew in impervious, pervious, and no pavement blocks to investigate the way pavement, tree species, and their interaction influence soil bacterial communities by modifying soil physicochemical properties. Soil bacterial community composition and div
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9

Starke, P., P. Göbel, and W. G. Coldewey. "Effects on evaporation rates from different water-permeable pavement designs." Water Science and Technology 63, no. 11 (June 1, 2011): 2619–27. http://dx.doi.org/10.2166/wst.2011.168.

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The urban water balance can be attenuated to the natural by water-permeable pavements (WPPs). Furthermore, WPPs have a 16% higher evaporation rate than impermeable pavements, which can lead to a better urban climate. Evaporation rates from pavements are influenced by the pavement surface and by the deeper layers. By a compared evaporation measurement between different WPP designs, the grain size distribution of the sub-base shows no influence on the evaporation rates in a significant way. On the contrary, a sub-base made of a twin-layer decreases the evaporation by 16% compared to a homogeneou
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10

Jayasuriya, L. N. N., N. Kadurupokune, M. Othman, and K. Jesse. "Contributing to the sustainable use of stormwater: the role of pervious pavements." Water Science and Technology 56, no. 12 (December 1, 2007): 69–75. http://dx.doi.org/10.2166/wst.2007.753.

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The city of Melbourne, Australia is experiencing a water crisis with potable water storage reservoirs at an all time low. With increasing urbanisation there is an ever increasing need to research and explore sustainable water management initiatives. There is potential to minimise the negative impacts of stormwater runoff and augment dwindling supplies of potable water through adoption of pervious paving technology. The traditional approach to stormwater management has focused on constructing drainage networks to carry stormwater away from developed areas as quickly as possible to avoid the ris
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11

Sprouse, Charles E., Conrad Hoover, Olivia Obritsch, and Hannah Thomazin. "Advancing Pervious Pavements through Nomenclature, Standards, and Holistic Green Design." Sustainability 12, no. 18 (September 9, 2020): 7422. http://dx.doi.org/10.3390/su12187422.

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Researchers developing pervious pavements over the past few decades have commendably demonstrated long-term run-off reduction using a diverse collection of materials. Today, pervious pavements are widely recognized as a low impact development technique and a type of green infrastructure, and installations are proliferating throughout the United States and worldwide. The entire field of pervious pavements though, is being profoundly stunted by three persistent problems: conflicting nomenclature, flawed testing standards, and the absence of a holistic green design framework. This study examines
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Tamai, Nobuyuki, Charles G. Jeevaraj, Takashi Asaeda, Yusuke Hirosawa, and Arata Ichikawa. "GROUNDWATER RUNOFF THROUGH PERVIOUS PAVEMENT." PROCEEDINGS OF THE JAPANESE CONFERENCE ON HYDRAULICS 29 (1985): 115–20. http://dx.doi.org/10.2208/prohe1975.29.115.

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13

M. Ganesh, K., A. S. S. Vara Prasad, P. S. Viswa Harish, and A. Subrahmanyam Raju. "Study of Mechanical Properties of Pervious Concrete as a Pavement Material by Partial Replacement of Ggbs in Cement with Addition of Cellulose Fibers." International Journal of Engineering & Technology 7, no. 3.31 (August 24, 2018): 219. http://dx.doi.org/10.14419/ijet.v7i3.31.18300.

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Among all the transportation systems roadways is most commonly used transportation system. But in present scenario roads faces a lot of problems like potholes, cracks and many other distresses. Not even these but water is also the main enemy to the pavement which causes deformations and changes the texture of subgrade soil resulting in large variation in performance.The total Impervious Surface Change (ISC) in India for the decade 2000 to 2010 is 2274.62 km2. This is one of the most considerable problems due to rapid urbanization where there is a tremendous increase in construction of black to
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14

Vancura, Mary, Kevin MacDonald, and Lev Khazanovich. "Structural Analysis of Pervious Concrete Pavement." Transportation Research Record: Journal of the Transportation Research Board 2226, no. 1 (January 2011): 13–20. http://dx.doi.org/10.3141/2226-02.

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15

Mullaney, Jennifer, and Terry Lucke. "Practical Review of Pervious Pavement Designs." CLEAN - Soil, Air, Water 42, no. 2 (December 3, 2013): 111–24. http://dx.doi.org/10.1002/clen.201300118.

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16

Liu, Hanbing, Guobao Luo, Longhui Wang, Wensheng Wang, Wenjun Li, and Yafeng Gong. "Laboratory Evaluation of Eco-Friendly Pervious Concrete Pavement Material Containing Silica Fume." Applied Sciences 9, no. 1 (December 26, 2018): 73. http://dx.doi.org/10.3390/app9010073.

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Pervious concretes, such as sustainable pavement materials, have great advantages in solving urban flooding, promoting urban ecological balance, and alleviating urban heat island effect, due to its special porous structure. However, pervious concrete typically has high porosity and low strength. The insufficient strength and poor freeze-thaw durability are important factors that restrict its wide application, especially in seasonal frozen areas. Improving the strength and freeze-thaw resistance of pervious concrete will expand its application. Silica fumes, as an industrial by-product waste an
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17

Liu, Hanbing, Guobao Luo, Peilei Zhou, Haibin Wei, Wenjun Li, and Di Yu. "Flexural-Fatigue Properties of Sustainable Pervious Concrete Pavement Material Containing Ground Tire Rubber and Silica Fume." Sustainability 11, no. 16 (August 18, 2019): 4467. http://dx.doi.org/10.3390/su11164467.

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With the development of urbanization, pervious concrete has been increasingly used in urban road pavement structures. The objective of this paper was to investigate the effect of stress levels and modifier (ground tire rubber and silica fume) on the fatigue life of pervious concrete and establish the fatigue equations with different survival probabilities. In order to improve the deformability of pervious concrete without sacrificing its strength, ground tire rubber and silica fume were added into pervious concrete. Two kinds of pervious concrete, control pervious concrete and ground tire rubb
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18

Rakh, Avinash A. "Behavior of Pervious Concrete Pile based on Vertical Loading." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (July 31, 2021): 3884–91. http://dx.doi.org/10.22214/ijraset.2021.37231.

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Permeable granular piles are used to increase the time rate of consolidation, reduce liquefaction potential, improve bearing capacity, and reduce settlement. However, the behaviour of granular piles depends on the confinement provided by surrounding soil, which limits their use in very soft clays and silts, and organic and peat soils. This research effort aims to develop a new ground-improvement method using pervious concrete piles. Pervious concrete piles provide higher stiffness and strength, which are independent of surrounding soil confinement, while offering permeability comparable to gra
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19

Radlińska, Aleksandra, Andrea Welker, Kathryn Greising, Blake Campbell, and David Littlewood. "Long-Term Field Performance of Pervious Concrete Pavement." Advances in Civil Engineering 2012 (2012): 1–9. http://dx.doi.org/10.1155/2012/380795.

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The work described in this paper provides an evaluation of an aged pervious concrete pavement in the Northeastern United States to provide a better understanding of the long-lasting effects of placement techniques as well as the long-term field performance of porous pavement, specifically in areas susceptible to freezing and thawing. Multiple samples were taken from the existing pavement and were examined in terms of porosity and unit weight, compressive and splitting tensile strength, and the depth and degree of clogging. It was concluded that improper placement and curing led to uneven pavem
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20

Sičáková, Alena, and Marek Kováč. "Relationships between Functional Properties of Pervious Concrete." Sustainability 12, no. 16 (August 5, 2020): 6318. http://dx.doi.org/10.3390/su12166318.

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Pervious concrete is characterized by its open-void structure, which gives it a number of specific properties and allows specific applications, including pervious pavements, residential roads, alleys, sidewalks, parking lots, patios, and so on. Permeable areas are extremely important for the creation of sustainable cities in terms of the water cycle. Due to its high void content and low cement/mortar content, pervious concrete generally may have significantly reduced strength when compared with conventional concrete. That is why a wide range of research activities is devoted to the balance bet
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21

Lim, Emiko, Kiang Hwee Tan, and Tien Fang Fwa. "High-Strength High-Porosity Pervious Concrete Pavement." Advanced Materials Research 723 (August 2013): 361–67. http://dx.doi.org/10.4028/www.scientific.net/amr.723.361.

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A study to achieve high-strength, high porosity and permeability pervious concrete pavement was carried out. First, the mix proportion in terms of cement content and coarse aggregate-cement ratio (CA/C) and water-cement (W/C) ratio were varied. Next, a mix proportion providing the optimal combination of strength and porosity was chosen, and polymer superplasticizers and short discrete fibers were added to examine their effect on the strength and porosity. Results showed that a water-cement ratio of 0.2 resulted in a dry and brittle mix that led to compressive strength less than 15 MPa but a hi
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22

Ahmed, T., and S. Hoque. "Study on pervious concrete pavement mix designs." IOP Conference Series: Earth and Environmental Science 476 (June 11, 2020): 012062. http://dx.doi.org/10.1088/1755-1315/476/1/012062.

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23

Hsieh, Ping-Cheng, and You-Cheng Chen. "Surface water flow over a pervious pavement." International Journal for Numerical and Analytical Methods in Geomechanics 37, no. 9 (February 6, 2012): 1095–105. http://dx.doi.org/10.1002/nag.2074.

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24

Golroo, Amir, and Susan L. Tighe. "Fuzzy set approach to condition assessments of novel sustainable pavements in the Canadian climate." Canadian Journal of Civil Engineering 36, no. 5 (May 2009): 754–64. http://dx.doi.org/10.1139/l09-025.

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Since the use of pervious concrete pavement structures (PCPSs) is essentially still in the trial stage in Canada, long-term and quantitative pavement condition data are not available. The existing approaches applied to assess pervious concrete pavement structure (PCPS) conditions are ad hoc and suffer from methodological limitations. A fuzzy set technique is proposed herein as an efficient tool for dealing with qualitative and incomplete pavement condition data on distress types, severities, densities, and weighting factors. Using this method, a comprehensive fuzzy condition index was develope
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Hwang, Chao Lung, Chun Tsun Chen, Hsiu Lung Huang, Sheng Szu Peng, Le Anh Tuan Bui, and Yuan Yi Yan. "The Design and Case Study of Pervious Concrete Materials." Advanced Materials Research 287-290 (July 2011): 781–84. http://dx.doi.org/10.4028/www.scientific.net/amr.287-290.781.

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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.
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Endawati, Jul, Lilian Diasti, and Enung. "Characteristics of Pervious Concrete with Environmental Friendly Based Binder." Applied Mechanics and Materials 865 (June 2017): 263–69. http://dx.doi.org/10.4028/www.scientific.net/amm.865.263.

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In general, the use of massive flexible and rigid pavement for road construction causing green land reduction that have an impact on the reduction of the catchment area. Therefore, the use of porous concrete is an environmentally friendly alternative. Its usage is expected to absorb water into the ground. Permeable pavements have different design goals if compared to the conventional pavement, due to the ability to infiltrate the storm water through the pavement surface. The purpose of this research is to get the optimum proportion of porous concrete mixture using a friendly environment binder
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27

Liu, Hanbing, Guobao Luo, Longhui Wang, and Yafeng Gong. "Strength Time–Varying and Freeze–Thaw Durability of Sustainable Pervious Concrete Pavement Material Containing Waste Fly Ash." Sustainability 11, no. 1 (December 31, 2018): 176. http://dx.doi.org/10.3390/su11010176.

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Pervious concretes, as sustainable pavement materials, have great advantages in addressing a number of environmental issues. Fly ash, as the industrial by-product waste, is the most commonly used as cement substitute in concrete. The objective of this paper is to study the effects of waste fly ash on properties of pervious concrete. Fly ash was used to replace cement with equivalent volume method at different levels (3%, 6%, 9%, and 12%). The control pervious concrete and fly ash modified pervious concrete were prepared in the laboratory. The porosity, permeability, compressive strength, flexu
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28

Liu, Hanbing, Guobao Luo, Yafeng Gong, and Haibin Wei. "Mechanical Properties, Permeability, and Freeze–Thaw Resistance of Pervious Concrete Modified by Waste Crumb Rubbers." Applied Sciences 8, no. 10 (October 8, 2018): 1843. http://dx.doi.org/10.3390/app8101843.

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Due to the negative effects that derive from large impervious surfaces in urban areas, pervious concrete has been developed, and has become an environmentally friendly pavement material. As a porous and permeable material, pervious concrete presents an overwhelming advantage in solving urban problems, such as flooding, groundwater decline, urban heat island phenomena, etc. Waste crumb rubber has been verified as a feasible modifier for pavement material. The objective of this paper is to explore the effects of rubber particle size and incorporation level on the permeability, mechanical propert
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29

Batezini, Rafael, José Tadeu Balbo, Liv Haselbach, Filipe de Oliveira Curvo, Guilherme Nunes Kalleder, Beatriz Sayuri Sato, and Domênico Zema. "Experimental appraisal for characterizing laboratorial and field performance parameters of pervious concrete pavement." Ambiente Construído 21, no. 2 (April 2021): 177–94. http://dx.doi.org/10.1590/s1678-86212021000200520.

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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 anal
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30

Gireesh Kumar, Pala, Abhirami Priyanka Pathivada, Velugoti Sasi Jyothishma Himaja, Korukonda Rachana Tejaswi, and Garapati Keerthi Liniya. "Theoretical Investigation on Pervious Concrete Pavement (PCP) as Sustainable Pavement Technology (SPT)." IOP Conference Series: Materials Science and Engineering 1006 (December 25, 2020): 012016. http://dx.doi.org/10.1088/1757-899x/1006/1/012016.

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31

Ferreira, Gerardo, Isidoro, Moruzzi, Ferreira та Lima. "Impact οf Pavement Distribution οn Hillslope Runoff ιn Peri-Urban Landscapes, Based οn Laboratorial Experiments". Proceedings 30, № 1 (7 листопада 2019): 10. http://dx.doi.org/10.3390/proceedings2019030010.

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It is widely accepted that urbanization modifies the hydrological processes, increasing runoff and flood hazard. However, after decades of research, the magnitude of the impacts is not well understood. This is partially due to spatial-temporal differences in rainfall-runoff processes over complex landscapes comprising different land-uses, typical of peri-urban areas. This study aims to investigate the impact of different spatial patterns of pavement on surface runoff, under distinct weather conditions (dry vs wet). Inspired on urban cores observed in peri-urban catchments, 7 spatial patterns w
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32

Marks, Andrew. "Pervious Concrete Pavement—How Important Is Compressive Strength?" Journal of Green Building 3, no. 3 (August 1, 2008): 36–41. http://dx.doi.org/10.3992/jgb.3.3.36.

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As asphalt becomes more expensive and in short supply, and as the need to manage stormwater runoff increases, designers must revisit old assumptions and take a fresh look at how pavements need to work in a sustainable environment, and how to design and specify for them. Pervious pavements are a recent addition to the list of viable paving options, but as yet, there have been few ways to design them and to effectively predict their performance. This article offers some help to accomplish those tasks.
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33

Barišić, Ivana, Mario Galić, and Ivanka Netinger Grubeša. "Pervious concrete mix optimization for sustainable pavement solution." IOP Conference Series: Earth and Environmental Science 90 (October 2017): 012091. http://dx.doi.org/10.1088/1755-1315/90/1/012091.

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34

Lin, Jen-Yang, Ti-Chi Yuan, and Chi-Feng Chen. "Water Retention Performance at Low-Impact Development (LID) Field Sites in Taipei, Taiwan." Sustainability 13, no. 2 (January 14, 2021): 759. http://dx.doi.org/10.3390/su13020759.

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Low-impact development (LID) aims to retain stormwater at source sites rather than achieve water drainage. The infiltration and storage of rainwater on site is the most commonly applied LID design concept, turning impervious pavements into pervious pavements. In this study, three field sites in Taipei city, Taiwan, were monitored. Two of the sites were located on campuses, and one site was a roadside location. They were constructed at different times and had distinct purposes, but the common design aspect was the infiltration function of the ground surface. We monitored the water retention per
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35

Yu, Weiwei, Yinhong Hu, Bowen Cui, Yuanyuan Chen, and Xiaoke Wang. "The Effects of Pavement Types on Soil Bacterial Communities across Different Depths." International Journal of Environmental Research and Public Health 16, no. 10 (May 21, 2019): 1805. http://dx.doi.org/10.3390/ijerph16101805.

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Pavements have remarkable effects on topsoil micro-organisms, but it remains unclear how subsoil microbial communities respond to pavements. In this study, ash trees (Fraxinus Chinensis) were planted on pervious pavement (PP), impervious pavement (IPP), and non-pavement (NP) plots. After five years, we determined the soil bacterial community composition and diversity by high-throughput sequencing of the bacterial 16S rRNA gene. The results of our field experiment reveal that the presence of pavement changed soil bacterial community composition and decreased the Shannon index, but had no impact
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36

Golroo, Amir, and Susan L. Tighe. "Pervious concrete pavement performance modeling: an empirical approach in cold climates." Canadian Journal of Civil Engineering 39, no. 10 (October 2012): 1100–1112. http://dx.doi.org/10.1139/l2012-088.

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Pervious concrete pavement (PCP) is an appropriate means to meet growing environmental demands. To apply pervious concrete as a pavement, its performance should be studied over its life span. This research aims to develop empirical performance models based on a proposed condition index through incorporation of integrated laboratory and field work. Since no condition index has been developed for PCP to date, first, a condition index is developed. The condition index is proposed as a combination of two indices: a surface distress index and a functional performance index. Two sources of data have
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Chen, Lu-Ming, Jui-Wen Chen, Ting-Hao Chen, Timothy Lecher, and Paul Davidson. "Measurement of Permeability and Comparison of Pavements." Water 11, no. 3 (March 2, 2019): 444. http://dx.doi.org/10.3390/w11030444.

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Permeable pavements have the ability to reduce surface runoff by allowing water to infiltrate into the underlying soil. The potential of permeable pavements to assist in managing stormwater and improve water quality has gained attention as an option, other than conventional impermeable concrete for paving purposes. This study examined the permeability of three different pavement systems, including the JW Eco-technology pavement (JW), which has not previously been installed or studied in the U.S., standard impermeable concrete (IC), and pervious concrete (PC). Each pavement type was installed i
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38

El-Hassan, Hilal, and Peiman Kianmehr. "Pervious concrete pavement incorporating GGBS to alleviate pavement runoff and improve urban sustainability." Road Materials and Pavement Design 19, no. 1 (November 10, 2016): 167–81. http://dx.doi.org/10.1080/14680629.2016.1251957.

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39

Geng, Haining, Qing Xu, Saiful B. Duraman, and Qiu Li. "Effect of Rheology of Fresh Paste on the Pore Structure and Properties of Pervious Concrete Based on the High Fluidity Alkali-Activated Slag." Crystals 11, no. 6 (May 24, 2021): 593. http://dx.doi.org/10.3390/cryst11060593.

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Pervious concrete is made of cementitious materials, coarse aggregate, water and additives, with characteristic macro- and meso-connected pore structure, which enables the acceptable mechanical properties and high water permeability for pavement and road applications. In this study, the effect of rheology of fresh alkali-activated slag paste on the sedimentation of paste on the bottom of pervious concrete, meso-structure, connected porosity, mechanical properties and water permeability was investigated by a range of analytical techniques through varying the equivalent alkali content to control
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40

Pilon, Brent, John Tyner, Daniel Yoder, and John Buchanan. "The Effect of Pervious Concrete on Water Quality Parameters: A Case Study." Water 11, no. 2 (February 2, 2019): 263. http://dx.doi.org/10.3390/w11020263.

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Stormwater is a leading source of pollutants that when transported to surface waters may damage aquatic habitat, decrease reservoir capacity, and contaminate drinking water. In order to evaluate whether a pervious concrete detention system can remove stormwater pollutants from the runoff, water quality was monitored at a site with both impervious asphalt and pervious concrete parking areas. The stormwater flowed across asphalt pavement before infiltrating into the pervious concrete and an aggregate sub-base below. The runoff was sampled exiting the asphalt but prior to entering the pervious co
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Marcaida, Aryssa, Tan Nguyen, and Jaehun Ahn. "Investigation of Particle-Related Clogging of Sustainable Concrete Pavements." Sustainability 10, no. 12 (December 19, 2018): 4845. http://dx.doi.org/10.3390/su10124845.

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Permeable pavement has been considered an effective low impact development (LID) strategy in attempts to mitigate the environmental impacts of natural surface depletion brought about by urbanization. A concern associated with the pavement’s hydraulic performance is its sensitivity to clogging. This study aims to investigate the permeability reduction due to particle-related clogging of pervious concrete (PC), a type of sustainable pavement surface. Permeability tests revealed that the flow within PC samples shows turbulence, and a nonlinear relationship between discharge velocity and hydraulic
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42

Saaly, Maryam, Mohammad Mostafa Hedayat, and Amir Golroo. "Performance of pervious concrete pavement under various raining conditions." Road Materials and Pavement Design 20, no. 7 (June 1, 2018): 1653–63. http://dx.doi.org/10.1080/14680629.2018.1474791.

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43

Yang, Jing, and Guoliang Jiang. "Experimental study on properties of pervious concrete pavement materials." Cement and Concrete Research 33, no. 3 (March 2003): 381–86. http://dx.doi.org/10.1016/s0008-8846(02)00966-3.

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44

Maguesvari, M. Uma, and V. L. Narasimha. "Studies on Characterization of Pervious Concrete for Pavement Applications." Procedia - Social and Behavioral Sciences 104 (December 2013): 198–207. http://dx.doi.org/10.1016/j.sbspro.2013.11.112.

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Zhang, Jiong, Xinzhuang Cui, Weize Tang, and Junjie Lou. "Approximate simulation of storm water runoff over pervious pavement." International Journal of Pavement Engineering 18, no. 3 (July 24, 2015): 247–59. http://dx.doi.org/10.1080/10298436.2015.1065993.

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46

Lee, M. G., T. Huang, Y. Huang, C. P. Peng, and Y. M. Su. "Preliminary Study of Pervious Concrete on Pavement and Seawall." Journal of Testing and Evaluation 45, no. 1 (September 26, 2016): 20160156. http://dx.doi.org/10.1520/jte20160156.

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47

Golroo, Amir, and Susan L. Tighe. "Alternative modeling framework for pervious concrete pavement condition analysis." Construction and Building Materials 25, no. 10 (October 2011): 4043–51. http://dx.doi.org/10.1016/j.conbuildmat.2011.04.040.

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48

Avinash, Lakshmireddygari, Pothireddy Adarsh Reddy, and S. S.Vivek. "Study on Strength Characteristics of Pervious Concrete Using Mineral Admixtures." International Journal of Engineering & Technology 7, no. 3.12 (July 20, 2018): 612. http://dx.doi.org/10.14419/ijet.v7i3.12.16439.

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Pervious concrete is a special type of concrete emerged out in the concrete world. It is referred as porous concrete or no fines concrete. The porous concrete has wide applications in the pavement with low traffic intensity, sidewalks, pathways, platforms, parking lots etc. Since the pervious concrete allows the groundwater replenishment and prevents the pool of water standing on the earth surface during rainfall-runoff, it helps in the stormwater management. In the present work, the partial replacement of cement with silica fume (SF) and metakaolin (MK) as mineral admixtures to an extent from
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49

Bezerra, Natália Martins. "Tests of pervious concrete as learning tool Comparative Study About: Evolution of the Trait, Methods and Complementary Analysis." International Journal on Alive Engineering Education 6 (December 6, 2019): 107–28. http://dx.doi.org/10.5216/ijaeedu.v6.59576.

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The execution of pervious concrete pavements has been used over the years as a pedagogical resource in the Civil Engineering course at UNEMAT - Universidade do Estado de Mato Grosso, campus of Tangará da Serra – MT – Brazil. With the purpose of aggregating scientific knowledge to the academics, providing advances in the technique used in the production of pervious concrete, as well to the development of the University's physical space. In this article, some of these studies will be presented in order to discuss the scientific observations made by academics in the development of practices and t
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Lee, Ming Gin, Wen Cheng Wang, Yung Chih Wang, Yao Tung Hsieh, and Tuz Yuan Huang. "Preliminary Study of Fire Damage on Pervious Concrete with Silica Fume and Steel Fiber." Key Engineering Materials 880 (March 2021): 155–60. http://dx.doi.org/10.4028/www.scientific.net/kem.880.155.

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Pervious concrete pavement is a porous urban surface. It could reduce runoff capacity, decrease a storm-water detention, reduce the amount of requiring rain drainage pipes, and let rainwater filter into ground and allow groundwater resources to renew in time. Fire damage, could be one of important factors since European countries have been used pervious concrete in buildings construction. This study was conducted to assess the fire damage on pervious concrete with silica fume and steel fiber. The test results find that pervious concrete with 10% silica fume and 2% steel fibers showed the maxim
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