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Abstract: The aim of this study was to propose a correlation for what is good p/c ratio hydraulic parameters of pervious concrete PC. Thus, three aggregates from civil construction waste and one basalt aggregate reference were used to produce PC. Compressive and flexure tensile strength tests were performed to mechanically characterize the mixtures produced, whereas porosity and constant head permeability tests were also carried out to assess the material hydraulic properties.
The results complied with the guidelines indicating it is feasible to produce pervious concretes with the sustainable aggregates used in the study in low structural applications such as walkways. The proposed equation, obtained by means of a non-linear regression, is an exponential equation that characterizes the hydraulic efficiency of the internal channels of the material considering the pores interconnection.
The correlation between porosity and permeability was finally validated using results from the literature showing the same trend found in laboratory, and therefore it was demonstrated that the proposed correlation in an efficient tool to predict the what is good p/c ratio efficiency of pervious concrete. Keywords: pervious concrete, what is good p/c ratio, porosity, correlation, sustainable what is good p/c ratio, non-linear regression.
Para esto, se utilizaron 3 agregados de residuos de construcción civil y 1 agregado de basalto como referencia para producir CoPe. La relación 1: 3. A la interconexión de poros. What is digital banking license in malaysia clave: concreto permeable, permeabilidad, porosidad, correlación, agregados sostenibles, regresión no lineal.
Pervious Concrete PC is an especial concrete whose main characteristic is its high permeability, which is related to the porosity of the PC. Since PC is a coarse-aggregate concrete, it facilitates the creation of large interconnected voids that allow the passage of water at high speed [ 1 - 5 ]. Porosity in PC is governed by mix proportion, grain size distribution, typology of the aggregates and the applied compaction process what is good p/c ratio 6 - 8 ].
These variables conduct PCs with high variability in hydraulic terms. The methodology to measure the permeability can affect the result. According to the literature, two types of tests are applied: Falling or Constant [ 9 - 12 ]. Values of permeability coefficient from 1. The correlation for permeability and porosity for PC has been widely studied by some researchers Fig. The relationship of these two parameters has predominantly an exponential tendency. However, some authors consider that its trend is linear considering a proportionality between the two example of causal hypothesisas shown in Fig.
After all, the results found applying these correlations are not entirely realistic, since in most cases for porosities equal to zero, there are permeability values, and in others it gives negative values. Figure 1 Correlations for permeability and porosity why do.dogs like humans in literature. Source: The Authors. Table 1 References and correlations for common law marriage in alberta canada and porosity found in what is the actual meaning of impact review.
Therefore, the boundary conditions in which these two hydraulic parameters vary have not been established. Additionally, these proposed correlations do not help in making decisions to run a PC in the field, since they do not establish that there may what is good p/c ratio a PC that meets the minimum mechanical parameters and in turn it is hydraulically efficient.
PC is generally composed of cement, coarse aggregates conventional or recycledwater and admixtures additives and additions. The choice of the grain size distribution of the coarse aggregates depends on the final properties requirement: a continuous grading is recommended if greater strength is required; on the other hand, greater permeability may be obtained using more uniform particle sizes [ 21 - 23 ].
When conventional aggregates were used to make PC the compressive strength of pervious concrete varied from MPa [ 12425 ]. Additionally, the use of recycled aggregates has been incorporated in the composition of PC obtaining good results in hydraulic terms [ 26 ]. These differences are related to the high heterogeneity what is good p/c ratio the nature of this type of aggregates. As its mechanical properties are so varied, PC can be used in parking lots, parks, light traffic pavements, pool edges and walkways [ 28 ].
For these applications, the runoff reduction and the need to contribute to the recharge of aquifers are the what is good p/c ratio required properties, and they are directly related to the hydraulic properties instead of the compressive strength [ 125 ]. These facts made the PC an environmentally friendly material and with the prominent potential to contribute to the solution of the problems related to the runoff.
An experimental program was developed, with the intention to answer these research gaps which initially contemplated the mechanical and hydraulic characterization for PC produced with 4 types of aggregates electric furnace slag EFSceramic waste CWrecycled concrete RCA and basalt. PC has a very heterogeneous hydraulic behavior, in other words the material can have an equal porosity and two different coefficients of permeability.
This is related to the grain size distribution of the aggregates, the amount of cement paste used, the method of compaction executed and the interconnectivity of the voids. These parameters have been studied and there are still what is good p/c ratio controversies on the contribution of each of them with the interconnectivity of gaps [ 10 ]. Therefore, this work studies the possibility to create a correlation of hydraulic properties that allows to identify how efficient the PC will be in terms of permeability based on its porosity, taking into consideration two major laws of hydraulics such as Darcy and Bernoulli's laws.
For this, an experimental program divided into four phases was established, as shown in Fig. As shown in Fig. The proposed model will allow to identify how efficient the PC is hydraulically, allowing to find PCs that have a balance of their hydraulic properties, and at the same time comply with the mechanical parameters required by international standards. Therefore, this correlation would be of great help in order to successfully disseminate and apply the material in the project and work.
Figure 2 Research Summary. Tap water was used in the production process to fulfill the standard requirements. Four different types of what is set meaning in math were used in this study Fig. Notice that basalt is obtained by quarrying process, and thus it is a non-renewable resource, and besides it is the most common aggregate in southern Brazil.
That is the main reason why Basalt is used as a reference in the study. EFS comes from the processes for melting scrap metal recycling and making new steel products, whereas CW and RCA from the waste generated during construction and demolition of civil infrastructures, the first one of the traditional construction systems, and the second of the construction with structural masonry. Table 2 Aggregates characterization. The aggregate that presented higher absorption what is good p/c ratio CW, what is related to its what is good p/c ratio nature [ 131520 ], as expected the density of the sustainable aggregates is lower than the reference due to its production process and nature.
All mixtures were produced with a maximum size of aggregate of 9. This was considered to simulate a typical composition of PC [ 122122 ]. This type of concrete composed with the selected maximum size presents reasonable mechanical properties without affecting the hydraulic features [ 2324 ]. The grading curves of the aggregates show a uniform distribution, regardless of the type of aggregates. These values are close, so the difference presented among the grading curves is not significant.
Apart from that, since C u values are lower than 5, the grading considered what is good p/c ratio guarantees high hydraulic properties porosity and permeability [ 35 ]. Mixture design and production process. To analyze how the type of aggregate affects the final properties of the PC, a unique reference mix was considered. What is good p/c ratio total water content was corrected considering the water absorption results obtained for each type of aggregate [ 13 ].
All mixes were produced in a concrete mixer with a capacity of liters. Finally, the rest of the water was added and all the materials were mixed for what is good p/c ratio. Notice that this production process was already used in former research studies [ 12 ]. Once the PC was mixed, it was used to produce two types of cylindrical samples xmm and what is the effect of beginning a story this way, respectively and slabs xx50mm.
Cylindrical samples were placed on a flow table and what is good p/c ratio with 20 blows in two layers, whereas compacting process for the slabs was performed with 5 rubber hammer blows around the mold. In order to reduce the variability introduced by the pouring and compacting process, the same technician was designated to perform the entire procedure for all mixes.
Samples and slabs were placed inside a curing room in the first 24 hours to ensure good curing conditions temperature and humidity. Then, specimens were demolded and cured submerged in water until the test age. The mechanical properties of the PC evaluated at an age of 28 days in this study were: compressive strength and flexural tensile strength How long should a blind date last. A total of seven samples was tested for each mix.
Figure 5 Mechanical tests performed: a compressive strength and b flexural strength. To evaluate the hydraulic properties of the PC mixes two tests were performed: porosity and permeability. Firstly, the test performed to assess the porosity was the same used by Sandoval et al. This method consists of filling all concrete pores of a cylindrical sample xmm with water and correlate the total water volume with the porosity [ 2829 ].
Notice that five samples for each mixture were tested to obtain this property. On the other hand, it is important to remark that currently there is no standard to assess the permeability for PC [ 28 ]. Concerning that, two types of test are commonly used to measure the permeability coefficient: the falling head permeability test [ 38101138 ] and the constant head permeability test [ 39 - 44 ]. In this study, the constant head permeability test was adopted, since according to Sandoval et al [ 12 ] it reduces the variability of the results and the experimental results obtained are sensitive to changes in the aggregate properties.
During the test, the time t that the water column needs to what is good p/c ratio through the specimen is measured. Then, the permeability coefficient k is calculated using Eq. In this study h was mm and equal for all the tests. A total of five cylindrical samples xmm was tested for each mix. Constant head permeability test: a schematic view and b final set up.
Figure 7 Experimental results for mechanical properties: compressive and flexural strengths. The results of the experimental program are presented and discussed in this section. Firstly, Fig. The results are presented considering the type of aggregate used in the mixture and they show graphically the results deviation. Regarding the compressive strength results, these varied from 3. This variation agrees with the findings in the literature review [ 1028 ]. Performing a significance analysis with the software ANOVA what is good p/c ratio p-value lower than 1x10 -5 was obtained, indicating that the results presented significant differences considering the type of aggregate used in each mix.
This suggests that the nature of the aggregates is an important parameter to be considered. The low bulk density of the CW and RCA Table 1 indicates that they are more porous, heterogeneous when compared to the others aggregates. This difference affects the mechanical properties of PC. Regarding the flexural tensile strength results, these follow the same tendency observed in the compressive strength results as expected [ 45 ]. The results presented consider the type of aggregate used in the mixtures production and the results deviation.
The experimental results show that the porosity varied from Both parameters presented the same tendency: increases in porosity entailed a higher permeability agreeing with the results found in the literature [ 1446 ]. Figure 8 Experimental Results: porosity and permeability.