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Advances in Pervious Concrete: Hydraulic Performance, Durability,
and Sustainable Material Applications
Md.Jihan Hasan
*1
, Delowar Hossain
1
, Tushar Abdullah
1
, Md.Mehedi Hassan
1
, Takia Dilshad Ruaida
1
,
Arif Mohammad Aziz
2
1*
Department of Civil Engineering, Gopalganj Science and Technology University, Gopalganj-8105,
Bangladesh
2
Department of Civil Engineering, Eastern University Dhaka, Bangladesh
*Corresponding Author
DOI: https://doi.org/10.51583/IJLTEMAS.2026.150600267
Received: 13 July 2026; Accepted: 18 July 2026; Published: 04 August 2026
ABSTRACT
Pervious concrete is an advanced, ecological-oriented material, the performance of which is defined by the
interactions between porosity, permeability, density and compressive strength. Though higher hydraulic
efficiency is achieved but this is counterbalanced by a progressive optimization mix of the matrix with reduction
in compressive strength (3-25 MPa) in accordance with increase in porosity. This is a result of reduced
interparticle contact and a proportional decrease in density of about 3.5-5% per 1% increase in the void content.
A significant 55-65% strength loss (as porosity increases between 20-30%) has been reported, reflecting a less
compact internal structure. To obtain a balanced performance it is necessary to optimize mix design, in particular
by balancing the water-cement ratio between approximately 0.25-0.30, the appropriate gradation of aggregates,
and the incorporating recycled and natural aggregates. Furthermore, the addition of cementitious material and
fibers will enhance strong bonding in the microstructure and durability with minimal loss in permeability. Even
though pervious concrete has massive potential as a sustainable pavement material, and the beneficial effect on
stormwater managing, urban heat-reduction, further development of material engineering and environment
friendly construction process is steadily increasing its functional reliability, thus strengthening its contribution
to sustainable and climate-resilient urban infrastructure.
Keywords: stormwater; recycled aggregate; permeability; durability; porosity
INTRODUCTION
The increasing construction in urban areas combines with an expansion of concrete pavements in these built-up
regions. Standard concrete pavements have poor water and air transmission properties which prevent rainwater
from entering the soil. For normal plant growth people need ongoing water supply within the soil (J. Yang &
Jiang, 2003). Transportation infrastructure high-impact development includes the construction of standard
pavements which transforms naturally porous surfaces into impermeable land areas (Chandrappa & Biligiri,
2016; J. Li et al., 2017). Early rainwater purification occurs within the open structure of pervious pavement while
it functions as a thermal and moisture passageway between atmosphere and pavement surface generating
advantageous environmental effects (Xie et al., 2019). The fast expansion of impermeable surfaces combined
with multiple issues such as heat island effects and tire-pavement noises and groundwater depletion and traffic
safety conditions create rising demand for this material since PC can potentially solve these problems (Zhong et
al., 2018). Pervious concrete pavement represents the most effective solution for groundwater protection and
environmental preservation since it demonstrates better performance than alternative options in every structural
and Hydraulic and economic aspect (Guntakal & Selvan, 2017). The basic and cost-effective method of waste
tire disposal includes burning it. The pollution hazard from this method stems from big dust clouds and fume
emissions into the environment. The current situation requires new recycling methods for used tires because of
their standing. Concrete manufacturers utilize scrap tires as an option to use recycled waste tire products.
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Multiple studies have examined how recycled rubber affects typical concrete mixtures according to research
investigation (Obla, 2010).
According to the granite-based pervious concrete mixtures displayed better performance than limestone-based
mixtures although showing minor performance discrepancies. Scientific evidence found that polypropylene
fibers either had no effect or caused no change to mechanical properties or abrasion resistance (Ozel et al., 2022).
The structural designs of pavements built with PC depend heavily on measuring flexural and splitting tensile
strength (J. Li et al., 2023). Additionally for environmental protection the implementation of recycled aggregates
as partial replacements of natural coarse aggregate has started gradually (Wu et al., 2022). Permeable pavement
functions as green infrastructure for close-source stormwater management (Eisenberg et al., 2015). For many
years permeable pavement has existed though its storm water quality benefits across different types remain
uncertain due to recent advancements in design, construction and maintenance methods (Kuruppu et al., 2019).
The increasing global temperature from greenhouse gas emissions particularly carbon dioxide is producing
extensive climate change issues. Extreme weather events have become more frequent alongside growing to
persist longer durations thus leading to enhanced rainfall quantities and short-term intensity levels (Singer et al.,
2022). Research on pervious concrete properties when using waste materials instead of cement has increased
according to the elevated cement consumption. Researchers have established that the thickness level of
cementitious material coatings serves as a vital factor to determine pervious concrete Hydraulic as well as
structural performance (Khankhaje et al., 2024). Although the preexisting top concrete layer harbour numerous
spaces which would function as temporary storage space for stormwater during rainfall it may delay the water
runoff till complete saturation of the system occurs. The land surface's potential for water absorption determines
the speed of rain runoff. The water flow rate within pervious concrete measures 0.2 cm/s through 1 cm/s while
its porosity falls between 15% and 30% based on how it is positioned and what materials are employed
(Haselbach et al., 2006).
This concrete type provides multiple benefits similar as sound damping, temperature reduction and ecological
stability, groundwater recharge capabilities and stimulant for factory growth. The necessity for new seamster
installations diminishes when porous pavement effectively infiltrates the soil. By minimizing the necessity for
stormwater ponds and affiliated safety issues, PCP can drop the liability of legal problems for inventors or
property possessors (Joshaghani et al., 2015). Lately, porous concrete has been honored for its environmental
advantages and its implicitness to alleviate the heat islet effect, making it eligible for instrument in construction
systems under the US Green Building Council’s Leadership in Energy and Environmental Design (LEED) Green
Building Rating System (Putman & Neptune, 2011). To address the issue of stormwater operation, which is a
significant challenge in civic areas, the idea of Sustainable Civic Drainage Systems (SUDS) was developed
(Elizondo-Martinez et al., 2020). In recent times, the miracle of “flash cataracts” has led to frequent
circumstances of “extreme downfall events” storms and cataracts come after violent heat swells and extended
famines. The drainage of total rainwater quantities to 40 evapotranspiration and 50 infiltration and 10 face
runoffs in natural soil conditions (Moretti et al., 2019). Chinese authorities introduced the sponger megacity
conception for the first time in 2012. The evaluation of sponger megacity construction as an airman program
started in 30 Chinese metropolises beginning in 2015. Sponger megacity, which refers to a low impact
development rainwater system. This innovative idea represents metropolises which acclimatize to water terrain
variations like a sponge by letting water pass freely through their structure (Guan et al., 2021). Due to their
multiple unique features polymers give numerous implicit operations and demonstrate both adaptability and
continuity in addition to easy water saturation (Giustozzi, 2016).
REVIEW METHODOLOGY
This review adopts a systematic methodology to synthesize global research advancements in pervious concrete
(PC) technology, specifically evaluating its hydraulic performance, structural durability, and sustainable material
applications. The structured analytical process is executed through the following four distinct phases:
Scope Definition and Theme Identification: The primary scope focuses on identifying the mechanical
trade-offs inherent in PC design-specifically how the interconnected void ratio (typically 15% to 35%)
fundamentally governs water transmission capability at the cost of reduction in compressive strength.
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Core review domains include mix optimization parameters (water-cement ratios of 0.25-0.30, aggregate
gradations, and fiber reinforcement) and environmental impacts.
Literature Search and Material Classification: Secondary research data from prominent international
studies (such as ACI, NRMCA, and various global engineering journals) are compiled. The selected
literature is systematically grouped into two main analytical streams: baseline engineering performance
metrics (porosity, density, permeability, and compressive strength) and operational durability challenges
(clogging mechanisms and cold-climate freeze-thaw vulnerability).
Comparative Cross-Study Analysis: Quantitative data are extracted and evaluated via cross-study matrix
comparisons. This includes mapping structural performance deviations across different raw materials,
specifically contrasting natural coarse aggregates against alternative sustainable elements like recycled
coarse aggregates (RCA) and industrial waste by-products (fly ash and slag).
Synthesis and Trend Forecasting: Findings are consolidated to establish the multi-functional viability of
PC within Sustainable Urban Drainage Systems (SUDS). Finally, the methodology bridges current
structural limitations with targeted future exploration areas, evaluating the integration of lifecycle carbon
accounting, microbial self-healing agents, and artificial intelligence models for long-term clogging
predictions.
BASIC DESIGN CONSIDERATION OF PERVIOUS CONCRETE
The sustainable material known as pervious concrete features connected pores that enable water movement
through its structure (Chandrappa & Biligiri, 2016). Pervious concrete applications for pavement need
engineering for sufficient strength against targeted traffic needs combined with beneficial stormwater handling
at each site (Tennis et al., 2004). Pervious concrete pavements exist in two functional capacities including their
use as infrastructure for pavement applications and stormwater management infrastructure. Technology
represents a low impact development since implementation does not modify the natural water cycle in the same
way as standard impervious paving systems (Henderson, 2012). Pervious concrete exhibits reliable long-term
operation which results from well-designed and correctly placed structures and adequate maintenance work.
Pervious concrete pavements can operate as main collector streets and residential thoroughfares for 20-30 years
when constructed properly to yield results similar to standard concrete pavements (Xie et al., 2019). The designer
evaluates multiple criteria including material selection and pavement height and other key characteristics for
achieving Hydraulic requirements and handling expected traffic loads together. Pervious concrete finds
application across multiple sectors because of its ability to permit high-level waterflow. Pervious concrete
requires strength and permeability to be suitable design factors according to Cui et al., 2017. The hydraulic along
with structural design aspects of designing pervious concrete pavements are outlined in this section according to
reference (Tennis et al., 2004). Pervious concrete serves as one of the permeable pavement materials to deliver
traffic safety and better road environments. A central drawback in pervious concrete operation that diminishes
its environmental capabilities is known as clogging because it affects its permeable characteristics (Zhou et al.,
2019). Complete procedures must be followed starting from appropriate composition design through the
execution steps to end with final quality control measures described by the ACI (American Concrete Institute)
(Sicakova, A., & Kovac, M. , 2020; Tennis et al., 2004).
Structural Design Considerations
A comprehensive guide exists in this section for building structural designs in pervious concrete pavements. The
procedures described offer both methodologies for analyzing existing data and methods to determine structural
thicknesses of pervious concrete pavement designs. The design of pervious concrete pavements can proceed
through standard pavement procedures like AASHTO, WinPAS, PCAPAV or ACI 325.9R or ACI 330R but also
permits the use of structural numbers derived from flexible pavement design methods (Chandrappa & Biligiri,
2016). Various research shows parking lot pervious concrete pavements typically have 150 mm thickness
although low-volume street pervious concrete installations range between 150 and 300 mm thick (Hamdy, 2016).
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Low ADTT truck-exposed parking lots should contain 6 in. (150 mm) of pervious concrete pavement according
to NRMCA (2007) recommendations (J. Kevern, 2010).
Hydraulic Design Considerations
Developing a pervious concrete pavement design requires multiple aspects for evaluation. Three main factors
include forecasted rain precipitation together with pavement conditions and underground soil composition
(Tennis et al., 2004). The unrestricted flow of rainfall storms threatens both water quality and environmental
systems while causing drainage problems and flash floods (Imran et al., 2013). Under traditional pavement
design approaches operators try to maintain water from penetrating into the subgrade soil below the pavement.
The main function of porous paving creates water saturation of subgrade materials which are located beneath
the pavement surface. The subgrade properties should be evaluated while considering this condition. The density
of a soil increases when the soil receives compaction so its pores become smaller. The lower compaction density
of pervious paving subgrades serves as standard practice because it suits their different function than traditional
concrete paving subgrades. The necessary punch density reaches 90% Standard Proctor Maximum Dry Density
(Obla, 2010). The system design through the reservoir system depends heavily on hydrologic considerations
which have received full development. The reservoir section has its base in the subgrade which could be
separated from it by geofabric layers. All layers/components described here may exist in specific section designs
but not every application includes full implementation of all elements (J. Kevern, 2010; Schaefer et al., 2006).
Engineers need to ensure pervious concrete pavement systems bear rainfall amounts which exceed what would
fall naturally on the pavement. An active system should be implemented for site runoff management to reach
specified control levels (Tennis et al., 2004).
Other Design Factors
The production method for pervious concrete uses combinations of water cement and uniformly sized coarse
aggregate with moderate content of fine aggregate (Berry et al., 2012). The strength and permeability values
obtained from pervious pavement mix designs depend on the amount of compaction specified in the design phase
(Tennis et al., 2004). The permeability coefficient shows optimal results at a water-cement ratio of 0.30 and fiber
addition results in better flexural strength performance of pervious concrete (L. Guo et al., 2020). The
combination of water reducing and air entraining admixtures received recommendation in research (J. T. Kevern,
2008). Weight-based principles maintain the consistency of aggregate-cement ratio according to (Zhang & Gao,
2019). The final cementitious content in pervious concrete mixtures determines compressive strength
development along with void structure formation because inadequate cement materials cause reduced aggregate
paste coating and diminished strength outcomes. Aggregates’ dimensions and their distribution directly dictate
the best amounts of cementitious products needed (Bakshi et al., 2016). The material composition of pervious
concrete mix includes cement ranging from 270 to 415 kg/m
3
together with 1190 to 1480 kg/m
3
aggregate content
(de Moura et al., 2021). Studies regarding pervious concrete use of super plasticizer have been extensively
researched internationally but such studies incorporated air entraining agents as additional admixtures since they
needed to adapt to their specific local conditions (Muthaiyan & Thirumalai, 2017). The selection of concrete
mixture proportions together with purchase agreement conversion needs bulk density values as part of essential
information (Tamimi et al., 2023). Very few publications exist regarding the method for designing pervious
concrete mix. The American concrete institute method together with Zouaghi’s method and Zheng’s method
form a list of approaches (de Moura et al., 2021). Figure 1 represents typical percentage of different ingredients
in pervious concrete as presented by Binitha et al. (2017).
CHARACTERISTICS OF PERVIOUS CONCRETE
Previous research shows that the size and gradation of aggregates, porosity and the water-cement ratio affect the
permeability properties of pervious concrete to a different degree (Shan et al., 2022).
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Figure-1: pervious concrete ingredients (Binitha et al., 2017).
Porosity
The permeability features of pervious concrete depend mainly on pore characteristics (Shan et al., 2022).
Pervious concrete achieves weight reduction due to absence of fine aggregates, yet its insulation strength rises
because air exists within the voids that the aggregates left behind. The interconnecting void channels in pervious
concrete serve as passageways that let water penetrate the soil strata beneath to lower surface runoff water
discharge (Shrestha et al., 2022). Effective water penetration occurs through porous concrete materials which
contain connected void spaces between 0.08 to 0.32 in. (2-8 mm). The range of void content extends from 15-35
percent according to (Elango et al., 2021). Mixtures consisting of blended aggregates acquired the lowest void
content through the process of higher size aggregates filling void spaces with lower size aggregates (Leon Raj
& Chockalingam, 2020). The strength characteristics of conventional concrete are usually much greater than
pervious concrete because of its high porosity coupled with low cement/mortar content (Sicakova, A., & Kovac,
M., 2020). The presence of small and numerous fine aggregate particles works together with reducing aggregate
grain size to decrease void content (Huang et al., 2010; Kishore & Guntakal, 2017; Sicakova, A., & Kovac, M.,
2020) Studies demonstrated that decreasing the void ratio of pervious concrete mixtures increased their
compressive strength values (Chen & Zhang, 2009; Deo & Neithalath, 2011; Sicakova, A., & Kovac, M., 2020).
All voids present in Pervious Concrete do not allow liquids to move freely. The separation of pores from each
other makes those pores unusable for water penetration. The processing power from surface tension and capillary
effect allows small-sized pores such as capillary pores and dead-ended pores to hold fluids (Zhong et al., 2018).
Figure -2: Relationship between porosity-density (Shrestha et al., 2022)
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Table-1: Summary of the previous porosity on pervious concrete
Observation
Description
Effect of w/c Ratio
and RCA
replacement on
effective void
content
Concrete with a higher w/c ratio 0.3 consistently exhibits greater effective void content than
that with a lower ratio 0.25. For both mixes, void content increases slightly as the recycled
coarse aggregate (RCA) replacement rises from 0% to 40%. At w/c = 0.3, voids increase
from 15.4% -16.0%, while at w/c = 0.25, they rise from 14.8% -15.3%. The trend shows an
initial increase up to 10% RCA, followed by a gradual rise thereafter (Haselbach et al.,
2006).
Relationship
between density and
porosity
Density decreases with increasing porosity, following a strong negative linear trend. For
porosity levels of 25-28%, density ranges from 1920 to 1990 kg/m³, while at higher porosity
levels of 28-31%, density decreases to 1830-1920 kg/m³, reflecting the inverse relationship
between void content and material compactness (Costa et al., 2018). Similar pattern of
decrease in density with increase in porosity was observed by Shrestha et al. (2022), as
shown in Figure 2 and Tang et al. (2022), as shown in Figure 4.
Effect of porosity on
compressive strength
and permeability
Compressive strength decreases non-linearly with increasing porosity for both aggregates,
with natural aggregate reaching 19 MPa and recycled aggregate 8 MPa at 20% porosity. In
contrast, permeability increases sharply with porosity, reaching 8.5 mm/s at the same point.
These trends highlight that higher porosity reduces strength while enhancing water flow,
with recycled aggregate concretes showing lower strength than natural aggregate concretes
at equivalent porosity levels (Sriravindrarajah et al., 2012).
Permeability
The permeability of pervious concrete depends primarily on the connected pores inside the material (Shan et al.,
2022). The permeability of concrete mixtures containing small-sized aggregates remains lower than the mixtures
containing bigger aggregate shapes. The permeability of pervious concrete depends on pore scale because it
contains connected pores (Maguesvari & Narasimha, 2013). The selection of fiber dosage depends on exposure
conditions together with specific concerns according to literature findings. The selected dosage of 1.5 kg/m
3
was
proposed specifically for improving high permeability levels (Chandrappa & Biligiri, 2016). The reduction of
aggregate grain size and increased amounts of fine material results in decreased permeability (Huang et al., 2010;
Kishore & Guntakal, 2017; Sicakova, A., & Kovac, M. , 2020). Water permeability of about 2-20 mm/s was
reported by Zhong et al. (2018), Tripathi et al. (2017) and Tang et al. (2022) (Figure 3 and Figure 4).
Figure-3: Replacement ratio of RCA VS permeability coefficient of pervious concrete (Dev Pratap Mani Tripathi
et al., 2017).
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Figure-4: Unit weight and permeability coefficient versus void ratio (Tang et al., 2022).
Table-2: Summary of the previous permeability on pervious concrete
Observation
Description
Effect of cement
content, fines, and fly
ash on permeability
Permeability decreases with increasing cement content, fines, and fly ash, as higher
cement and added materials fill void spaces. The highest permeability 1.6 cm/sec occurs
at 0% fines and fly ash with 200 kg/m³ cement, while the lowest 0.4 cm/sec is observed
at 15% fines with 20% fly ash at 250-300 kg/m³ cement (Putman & Neptune, 2011).
Relationship between
density &
permeability
Density inversely related to porosity. Higher porosity corresponds to lower density, while
lower porosity indicates higher density. As porosity and permeability decrease, it can be
inferred that permeability decreases with increasing density. This aligns with typical
behavior in pervious materials, where denser mixes reduce flow channels, resulting in
lower water permeability (Moretti et al., 2019).
Effect of w/c ratio
and recycled
aggregate on
permeability
Concrete with a higher w/c ratio 0.3 consistently exhibits higher permeability than that
with a lower ratio 0.25 across all replacement levels. For both w/c ratios, permeability
increases with the replacement of recycled coarse aggregate 0-40%. Specifically, for w/c
= 0.3, permeability rises from 6.8 mm/s at 0% replacement to 8.5 mm/s at 40%, while for
w/c = 0.25, it increases from 6.0 mm/s to 7.0 mm/s over the same range. The increase
appears linear or slightly upward-curved, indicating that higher recycled aggregate
content consistently reduces water flow resistance (Haselbach et al., 2006).
Effect of void content
on water permeability
Water permeability increases exponentially with void content. At low void content 15%,
permeability is minimal 50 in./hr, whereas at high void content 34%, it exceeds 2000
in./hr, with the fitted curve reaching 2700 in./hr. Despite some scatter between 20-25%
void content, the overall trend clearly shows that higher porosity dramatically enhances
water flow (K.Wang et al., 2006).
Compressive Strength
A material designer focuses on compressive strength as the key property for concrete development yet pervious
concrete shows strength measurements between 3-25 MPa (Chandrappa & Biligiri, 2017; Dash & Kar, 2018:
Nguyen et al., 2014). Research demonstrates that fine aggregate enhances pervious concrete compressive
strength but fiber addition does not produce significant strength improvement. The pore structure characteristics
should be considered essential factors in pervious concrete compressive responses (Liu et al., 2020). Silica fume
provides concrete with considerable strength enhancement. Glass powder addition improves porous concrete
durability with strength characteristics enhancement and better workability potential according to research (L.
Guo et al., 2020).
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Table-3: Summary of the previous compressive strength on pervious concrete
Observation
Variation of
compressive strength
based on %RCA and
density.
Compressive strength
of pervious concrete
for various cement
contents, percentage of
fines and fly ash
replacements.
Effect of recycled
aggregate/cement ratio
on compressive
strength.
Effect of fine-to-coarse
aggregate ratio on
compressive strength.
Effect of effective void
content on
compressive strength.
Compressive strength
of five different
concrete Mixes
(cement to coarse
aggregate ratio, A1 to
A5) based on their w/c
ratio.
Splitting tensile
strength based on
replacement rate of
coarse aggregate with
RCA (%)
Effect of aggregate size
on cylindrical
compressive strength
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Effect of fine aggregate
content and coarse
aggregate size on
compressive strength.
Figure-5: Relationships between porosity, strength and permeability for pervious concrete (Sriravindrarajah et
al., 2012).
Figure-6: The type of aggregate on the porosity and strength relationship on pervious concrete (Sriravindrarajah
et al., 2012).
Sustainability
Pervious Concrete demonstrates suitable uses in ground water recharge alongside storm water management as
well as noise reduction for controlling surface run-off and temperature behaviors with pollution retention sinks
(Chu & Faw, 2019; Wang et al., 2006). When installed on permeable pavements as a coating pervious concrete
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enhances water infiltration thus helping to lower surface runoff and boost natural aquifer recharge (de Moura et
al., 2021; Selbig et al., 2019). Due to its high porosity pervious concrete promotes water evaporation while also
playing a role in urban heat island reduction. Scientific studies demonstrate that this material possesses effective
noise reduction capabilities and strong water retention properties because of this pervious concrete acts as a
sustainable drainage system solution (El-Hassan & Kianmehr, 2018; Selbig et al., 2019; Sotor-Peerez & Hwang,
2016).
Benefits And Application of Pervious Concrete
Rather of soaking in the soil, a significant volume of rainwater is wasted on parking lots, driveways, and rambler
roads, which further causes natural imbalances that affect flooding, soil erosion, and water reduction. Managing
impermeable shells and switching to porous concrete, which has several advantages, is a well-known result to
the issue (Chu & Faw, 2019). In Stormwater operation technologies pervious concrete lowers, the threat of civic
flooding by lowering the drain pressure through peak inflow and overall runoff volume (J.Wang et al., 2022).
Pervious concrete is generally only used in low business areas like sidewalks and parking lots (Bhattarai &
Bhattari, 2023; X.Chen et al., 2019; Delatte & Schwartz, 2010). Three main processes were used by porous
pavement to purify stormwater chemical sanctification to convert acidic stormwater into alkaline. Natural
sanctification took place in the pores of porous pavement, which serve as a home for microbiological exertion,
and physical sanctification to exclude solid suspended patches from stormwater. Civic stormwater runoff has
been shown to effectively remove colorful heavy essence rudiments, total phosphorus, total nitrogen, and total
suspended patches when porous concrete pavement is used (Y.Chen & Zhang, 2009). One green structure that
might lessen the adverse environmental goods of stormwater runoff in metropolises is the porous pavement
system, which is generally conceded to be effective (X.Chen et al., 2019).
It can lessen the civic heat islet effect and noise pollution, which is essential for the growth of sponger
metropolises (Chen et al., 2020; T. Li et al., 2024). The underpinning strata of the pavement lost the capability
to change energy with the advanced layers when the face was covered with undrainable pavement. This is one
of the primary causes contributing to the civic heat islet effect (UHI). By allowing brume and thermal energy to
escape from the face, porous concrete pavements can help balance the thermal heat outside (Adresi et al., 2023).
Among the numerous environmental advantages of porous concrete are its capability to snappily and fluently
absorb downfall and recharge groundwater (Tran et al., 2024). Because porous concrete acts as an urbanized
drainage system, downfall can transude through its structure and gather in the base and subbase of the soil
(Bhattarai & Bhattarai, 2023). Trees may thrive indeed in densely populated places because to porous concrete
pavement, which permits air and water to reach root systems (Delatte & Schwartz, 2010). Because of dropped
retention and evapotranspiration in urbanized regions, stormwater adulterants were stressed by the NRC (2008)
as a primary source of water quality damage. Stormwater operation styles are essential for limiting the volume
of runoff and adulterants since highways and parking lots were shown to be significant sources (Obla, 2010).
According to porous concrete, wells in one position may drain water from under other parcels, causing
controversies between neighbors as groundwater shifts in response to pumping. Groundwater is a common-pool
resource and raises the possibility of a traditional tragedy of the commons due to its propensity to breach property
borders on a larger scale (Owen, 2021). Pervious concrete costs 15-25 further than other concrete, according to
the Federal Highway Administration. In substance, it relies on many variables, including the operation fashion
and the substance used. Full, partial, andnon-filtration pavement cost analyses are examined. Many studies have
been conducted on the cost analysis of porous concrete (PC), according to the literature. As substantiated by the
available data, PC construction is more expensive than other concrete (Khinvasara & Sonawane, 2020). By
absorbing the first flush of face runoff, lowering incoming water temperatures, adding base inflow, and lowering
the threat of cataracts, porous concrete can enhance water quality. The pavement causes downfall to be
temporarily stored. For stray animals and pedestrians, it helps cool the temperature in the summer. Because
rainfall percolates straight into the earth, there is no need for a wet pond or stormwater management pond.
Reduces expenses for gutters, curbs, wet ponds, etc. Wintertime circumstances eliminate the need for deicing
since water cools pavements. It reduced expenses for installation. This kind of pavement has a longer lifespan
and costs less than ordinary pavement (Samadhana, 2023). According to a small number of studies, pervious
concrete is more expensive initially and has a lower mechanical strength than standard CIC. However, just the
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original building cost is used to make these findings. Pervious concrete can lower life cycle costs by 30%,
according to life cycle cost study (Zhong et al., 2018).
Pervious concrete applications include as concrete that has been previously pavement on roads, driveways,
barriers to noise, stabilization of slopes, hydraulic constructions, decks for swimming pools, courts for tennis
(Field et al., 1982). High situations of development with natural drainage and many porous shells are known as
ultra-urban areas. Because porous concrete pavements exclude the need for stormwater retention systems,
they’re a good option in these types of settings because they help maximize land use (Elango et al., 2021). In
discrepancy to country roads, porous concrete is used to pave metropolitan roadways, which infrequently allow
rainwater to percolate. Also, these roadways have concrete crossbeams covering their platforms. The most recent
trend involves covering the maturity of the spaces girding homes with concrete interlocking blocks, which can
ameliorate a structure’s aesthetic appeal. Consequently, runoff happens briskly in metropolises with advanced
peak overflows. As cataracts and water adulterants downstream grow, so do flood tide volumes (Ong et al.,
2016). As the insinuating water passes through the severance spaces, dissolved rudiments can be excluded by
adsorbing onto the passable pavement itself or onto solid patches and the solids trapped inside the pavement.
The suspended patches can be adsorbed with phosphorus, essence, organic acids, calcium, and PAHs. Heavy
essence may be paralyzed by sorption, chemical objectification or macro-encapsulation (Zhong & Wille, 2018).
Figures 7 and 8 represent permeable concrete layer arrangement and probable drainage system design
suggestions that can be implemented for water collection, groundwater recharge and other purposes.
Figure-7: Layers in permeable pavement (Samadhana, 2023).
a)
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b)
Figure-8: a) and b) Drainage system provided by permeable section (Subramanian, 2008).
Challenges of Pervious Concrete
The main challenges PC technology encounters include weak resistance as well as filter clogging and material
durability risks due to its porous design. At present the usage of PC exists mainly in parking lots and sidewalks
since strength represents no crucial criterion (Sandoval et al., 2022).
Clogging
Clogging represents the main mechanism that causes hydraulic serviceability loss in this material (Lin et al.,
2025). Figure 9 describes schematically the clogging mechanism in permeable pavement as described by
Rahman et. al. (2025). The vibrations produced by passing vehicles present substantial obstacles to the effective
operation of pervious concrete material by threatening its pore structure stability while decreasing clogging
resistance and reducing durability levels. The material performance of previous concrete relies primarily on pore
structure because it determines how well the material permeates while resisting clogging of its pores (Kia et al.,
2018). The material easily becomes blocked by particulate matter and there are no proven methods to predict
long-term performance of permeable concrete. How clogging affects the long-term performance of pervious
concrete remains difficult to determine while no reliable approach exists to assess clogging potential for
performance evaluation of different pavement systems (Yong et al., 2013). The operational performance of these
systems heavily depends on clogging but scientists neither comprehend nor convincingly explain these
processes. Evaluation studies indicate clogging occurs frequently across sites but comprehensive research into
the underlying mechanisms that explain and measure this phenomenon practically does not exist (Adresi et al.,
2024). The PC system addresses decreased clogging risk as its main operational goal (Z.Yang, 2011).
Figure-9: Clogging in permeable concrete (Rahman et al., 2025).
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Durability
The durability of pervious concrete mostly depends on its capabilities to endure freeze-thaw conditions. Its
extensive porosity structure enables pervious concrete to accept water infiltration until freezing takes place
during cold weather. Freeze-thaw sequences produce major structural damage to materials by making water
expand upon freezing which creates weakening of the surface structure (Taheri et al., 2021). The durability
challenges include difficulties in quantitative measurement of pervious concrete materials together with the
development of quantitative links between physical and chemical traits and performance results of pervious
concrete (Xie et al., 2019). Evaluating freeze-thaw durability of pervious concrete faces a main challenge based
on the measurement procedures used to assess this parameter (Schaefer & Wang, 2006).
Initial Cost
The development of correct permeability strength with specified strength levels in pervious concrete depends on
precise mix design and special materials selection. As a result of using high-quality materials the overall
expenses surpass those of conventional concrete applications (Tennis et al., 2004). Proficient contractors along
with specialized equipment are necessary to handle the installation of pervious concrete since it differs from
traditional concrete methods. Installation costs rise because of its labor-intensive work procedures. The lifetime
durability alongside permeability of pervious concrete depends on correct curing procedures and proper
installation methods. Quality control measures such as in-situ permeability testing and maintenance planning
require supplementary costs as part of the entire process (Joshaghani et al., 2014). Toward creating the required
interconnected void network in pervious concrete, the specific aggregate gradation must consist of uniform-sized
coarse aggregates only. The required aggregates for pervious concrete demand larger sums of money than the
combination of aggregate sizes utilized in standard concrete (J.Guo et al., 2022). Structural design of pavements
made from pervious concrete demands extra attention because its reduced compressive strength requires waste
management. Additional materials might be necessary when implementing such structures because of the lower
strength characteristics (Elango et al., 2021).
Limited Application in Cold Climates
Prior to concrete, water penetrates easily through its open structure. The ice that forms from this penetrating
water in frigid conditions applies substantial force which damages the concrete boundaries. The concrete
structure faces deterioration from repeated freeze-thaw action which leads to cracking and spalling (Shi et al.,
2010). Deicing salts along with chemicals introduced in cold areas lead to more severe freeze-thaw damage.
Failure of concrete occurs due to permeation of chemical substances through pores which results in
crystallization problems leading to internal stresses and subsequent cracking (Chindraprasirt et al., 2008; J.T.
Kevern et al., 2010)
Future Research Directions
Pervious concrete continues to rise in pavement applications because of its multiple advantages but additional
research about the material will lead to its potential status as a sustainable road structure (Chandrappa & Biligiri,
2016). Additional cementitious materials such as fly ash, silica fume and slag enhance concrete strength together
with durability measures (Jonkers & Schlangen, 2009; L. Wang et al., 2024). Polypropylene besides basalt steel
and other fibers establish a vital role in making materials more resilient to cracking and tough (Jonkers &
Schlangen, 2009). Microorganisms that form calcium carbonate serve as a method to seal micro-cracks (A. Wang
et al., 2020). Assessing the energy usage together with greenhouse gas emissions that result from materials
manufacturing and construction phase and site upkeep (Chiriac & Kiss, 2024). The application of AI models to
analyze clogging trends and optimize maintenance strategies. The focus lies on improving filtration systems to
improve the quality of stormwater (Zhong et al., 2018). Scientists investigate lignin and cellulose together with
alternative natural additives to make cement stronger while decreasing amounts of cement usage. The effects of
fiber reinforcement including steel and synthetic fibers and natural fibers on tensile strength and ductility should
be investigated (Chiriac & Kiss, 2024).
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CONCLUSION
A sustainable substitute for traditional pavements, pervious concrete is cutting-edge building material. It is very
useful for stormwater management and groundwater recharge because, unlike conventional concrete, it has
interconnecting pores that let air and water pass through. These characteristic filters contaminants, heavy metals,
and suspended particle when water seeps in, reducing urban floods, reducing soil erosion, and improving water
quality.
Pervious concrete improves ecological balance, reduces noise, and facilitates evaporation and thermal exchange,
all of which help to lessen the urban heat island effect. Its void content usually varies from 15% to 35%, resulting
in seepage speeds of 2-6 mm/s. Although these attributes make it well-suited for light-traffic projects such as
walkways, access roads, and vehicle storage areas, its structural durability is commonly less than standard
cement, displaying compression resistances of 3-25 MPa. Enhancements are possible through the utilization of
additional cementing substances such as pulverized fuel ash, silica fume and slag, alongside fibers like
polypropene or steel. Even though permeable pavement has lots of environmental and community benefits, it
faces problems such as pores getting clogged, damage from cold and warm weather in colder areas, high initial
costs, and the need for special installation and care. In city areas, it is being used more and more in sustainable
urban drainage systems (SUDS) and sponge city projects to handle sudden flooding and heavy rain. Future
studies want to improve strength, durability, and clog resistance by using better mix designs, recycled and eco-
friendly materials, fibers, and microbial crack repair. Also, artificial intelligence is being looked at to predict
clogging and improve maintenance. With these improvements, pervious concrete pavement has a great chance
to become a key material for sustainable and climate-resilient infrastructure.
Conflict Of Interest
The authors declare that there are no conflict of interests or personal relationships that could have appeared to
influence the work reported in this paper.
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