{'fraction_non_alphanumeric': 0.03320866649471241, 'fraction_numerical': 0.01979623420170235, 'mean_word_length': 4.819512195121951, 'pattern_counts': {'":': 0, '<': 0, '<?xml version=': 0, '>': 0, 'https://': 0, 'lorem ipsum': 0, 'www.': 0, 'xml': 0}, 'pii_count': 0, 'substrings_counts': 0, 'word_list_counts': {'cursed_substrings.json': 0, 'profanity_word_list.json': 0, 'sexual_word_list.json': 0, 'zh_pornsignals.json': 0}}
Influence of Fly Ash on the Properties of Self-Compacting Fiber Reinforced Concrete

Self-compacting concrete (SCC) has high flowability and high resistance to segregation and bleeding. These characteristics facilitate the mixing, casting and finishing of SCC without using compacting or vibrating machines. Adding mineral admixtures, such as fly ash (FA), and superplasticizers improves SCC properties by preventing segregation and bleeding and by increasing rheological parameters. SCC requires high flowability under the influence of self-weight to completely fill all mold parts for full compaction. This investigation discusses the results of experimental tests on the properties of SCC and self-compacting fiber reinforced concrete (SCFRC) mixtures with the inclusion of polypropylene fibers (PFs) and containing FA at replacement rates of 0%, 20%, 40%, and 60 % cement mass. The compressive, flexural, and split tensile strengths of the prepared concrete samples were investigated at ages of 7, 14, 28, and 90 days. The workability of fresh concrete mixtures was also studied through segregation, bleeding, slump flow, slump flow T50, L-box Vfunnel T5, and V-funnel tests. Results showed that the best properties of fresh SCCs were obtained when FA was added at replacement rates of 20% and 40% cement mass. In addition, the inclusion of PFs at a volumetric ratio of 0.22% decreased segregation and bleeding and improved the flexural and tensile strengths of SCFRCs.


I. Introduction
elf-compacting concrete (SCC) and selfcompacting fiber reinforced concrete (SCFRC) are special types of concrete mixture that is characterized by resistance to bleeding and segregation. SCC can be cast without need to using vibration machine or compaction. Products made with SCC have high quality, excellent finish, and are virtually free of flaws, such as large voids, because of the excellent filling ability of SCC without honeycomb formation (Okamura and Ouchi, 2003;Brouwers and Radix, 2005;Nanthagopalan and Santhanam, 2011). SCC is produced with the addition of fine industrial wastes, including fly ash (FA), silica fume, and furnace slag (Siddique, 2011). FA and some types of pozzolanic materials have been successfully used as mineral admixtures in SCC (Gesoglu and Ozbay, 2007;Ramanathan et al., 2013). The addition of mineral admixtures results in the sufficient viscosity of SCC, consequently reducing bleeding, segregation, and plastic shrinkage. In addition to fine mineral admixtures, agricultural waste materials, including palm oil fuel ash or rice husk ash, can be used as admixtures in SCC (Safiuddin et al., 2011;Mohammadhosseini et al., 2015). FA is added to concrete mixtures to prevent segregation and bleeding, increase flowability, and control hardened concrete properties, including compressive, indirect tensile, and flexural strengths (Siddique, 2012;Ashtiani et al., 2013;Celik et al., 2014;). The use of FA in SCC production requires the addition of a superplasticizer (SP) to the concrete mix to achieve high workability and appropriate mix proportions. A high SP dosage, however, increases bleeding and segregation in fresh concretes. These problems can be avoided by adding a viscosity-modifying admixture (VMA) to increase the viscosity of fresh concretes. Furthermore, the use of fine mineral admixtures can reduce the amount of SPs required to achieve the desired rheology. Moreover, the use of FA as an alternative material reduces the need for VMAs ( Ouchi et al., 1997;Cyr and Mouret, 2003;Felekoğlu et al., 2007). Nevertheless, replacing the fine mineral admixtures of cement mass, especially at high mass replacement, affects the characteristics of SCCs because of the variations in cement mass and in water/cement ratio. The addition of fibers improves the flexural strength, toughness, and tensile strength of concrete. Numerous researchers have reported that adding fibers at volumetric ratios of 0.1% to 1.0% improves the strength and engineering properties of ordinary concrete (Mohamed, 2006;Banthia and Gupta, 2006;Al Qadi et al., 2011;Islam and Gupta, 2016). The addition of fibers to concrete, however, has negligible effects on compressive strength and the modulus of elasticity. Moreover, the workability and flowability of SCRFCs decrease upon the addition of polypropylene fibers (PFs). The reduction of SCRFC workability due to the addition of fibers depends on many parameters, such as fiber type, dosage, and shape (Corinaldesi and Moriconi, 2011; El-Dieb and Taha, 2012). FA has been successfully added to SCC at replacement rates of up to 60% cement mass, and at a replacement rate of 35% cement mass to cement mixtures without the inclusion of PFs. Previous studies on the properties of SCCs have reported that replacing 30% of cement mass with FA produced concretes with excellent flowability and workability without the addition of fibers. The goal of the present investigation is to study the properties of fresh and hardened SCC and SCRFC. In this study, FA was added at replacement rates of 0%, 20%, 40%, and 60% cement mass. Then, PFs were added to the cement mixtures at a volumetric ratio of 0.22% to produce SCFRC. Segregation, bleeding, slump flow, slump flow T50, L-box V-funnel T5, and V-funnel tests were conducted on fresh concrete. In addition, the compressive, flexural, and tensile strengths of hardened concrete at ages 7, 14, 28, and 90 days were investigated.

a) Materials
The tests carried out in order to study behavior the SCC during states the fresh and hardened concrete with (SCCF) and without polypropylene. The Slump flow, slump flow T50, L-box V-funnel T5, V-funnel, segregation and bleeding tests are conducted during the fresh state. After casting then curing concrete samples in the water basin until the ages of testing, compressive, tensile and flexural strength tests have been carried out. Production of the SCC and SCCF requires application stringent on materials selecting and its quality, also determine the proportions all of the ingredients according to the mix design method, taking into consideration.

b) Cement
Ordinary Portland cement (OPC) was used in the present investigation. Cement characterization tests were conducted in accordance with ASTM C150 (ASTM, 2004). Tables 1 and 2 shown the chemical composition and physical characteristics of cement respectively.

d) Aggregate
A crushed basalt rock with a maximum size of 12.7 mm was used as a coarse aggregate (CA), and natural sand was used in the concrete mixtures as a fine aggregate (FA). The CA and FA had a specific gravity of 2.63 and 2.71, and water absorptions of 0.6 and 0.9 % respectively.

e) Fine Aggregate
The particle shapes and grade of FAs are important factors in SCC production. In this investigation, natural sand, which conforms to ASTM C33 specification, (ASTM, 2004) was used. Table 4 shows the grading analysis of FA. Table 4 shows that the grade of the CA, which conforms to the ASTM C33 specifications (ASTM, 2004).

g) Polypropylene fibers
In this paper, 12 mm PFs were used, some of their physical properties are provided in Table 5.

Oxides
Content

h) Superplasticizer
High-reduce water range (HRWR) superplasticizer, a new generation of copolymer-based superplasticizer, designed for the production of selfcompacting concrete (Viscocret 5030), was used in this study.

i) Mix design methods
Mix design methods for SCC differ considerably from the regular conventional concrete design. There are many mix design methods. Estimating the required batch weights involves sequence of steps. These steps fit a proportioning procedure that covers a combination of: selection of aggregate to provide the desired passing ability; a cementitious (powder)/water ratio and mortar-paste fraction ratio that have been historically proven to produce SCC with the required slump flow; and stability. These steps, in combination with the addition of the appropriate admixture technology, should yield a trial batch with the desired fresh SCC properties. The following is a summary of steps for determining performance requirements and proportioning of SCC mixes.
Step 1: Determine slump flow performance requirements; Step 2: Select coarse aggregate and proportion; Step 3: Estimate the required cementitious content and water; Step 4: Calculate paste and mortar volume; Step 5: Select admixture; Step 6: Make trial batch mixtures; Step 7: Test. When assessing the workability attributes of SCC (stability, filling ability, and passing ability), the slump flow test as well as a test to evaluate stability and passing ability (such as column segregation, or L-box) should be run; and Step 8: Adjust mixture proportions based on the test results and then re-batch with further testing until the required properties are achieved.
The proportions of the concrete mixtures are summarized in Table 6. The preliminary investigations of this study include evaluation of the equipment and test procedures, evaluation of the mixture proportioning method chosen, mixing procedure and replacement of the FA, PF and dosage of superplasticizer. Testing for these initial investigations is limited on fresh concrete properties.

k) Mixing and casting of specimens
In this investigation, the required quantities of materials were weighed for the correct mixing proportions. Then, cement was mixed with fly ash. The mixture was added to the coarse and fine aggregates. Then, all of the materials were mixed while dry for two minutes. Water was added to the mixtures in two stages: Half of the amount of water was initially added at the start of concrete mixing. The remaining water was then added after 30 s of concrete mixing. To obtain a homogeneous mixture, the concrete was continuously mixed for three min after the addition of water. After carrying out tests for fresh properties, mixing was immediately followed by casting. The specimens were removed from molds after 24 h of storage under laboratory conditions. Storage conditions were in accordance with ASTM C192.

III. Testing of the Samples a) Fresh concrete tests
For determining SCC properties at fresh concrete state, the slump flow, slump flow T50, V-funnel, V-funnel T5, L-box, segregation and bleeding tests were applied. In order to reduce the influence of workability loss on tests' results of concrete samples, properties of fresh concrete were determined within 20 minutes of adding water.
• The Flow test was performed in according with the European Guidelines for Self-Compacting Concrete (EFNARC) standards (Concrete, 2005). Flow test using the cone, which allows the flow and movement of the SCC of unimpeded to can be characterized. It includes measuring slump flow diameter (D) after lifting the concrete cone, and in the same time measuring the time taken the concrete to spread in diameter 50 cm (T50). • V-funnel test was performed in according with EFNARC standards .V-funnel is used to evaluate the fluidity, pass ability and segregation of selfcompacting concrete. The test time of V-Funnel is the time in seconds from the opened the outlet at the in the bottom the device until seen the light from above. In order get good properties in a fresh concrete of SCC, it requires to have test time between 6 to 12 second.
• L-box test was performed in according with EFNARC standards. L-box is used to assess the possibility of obstruction the filling capacity of the concrete in a confined construction elements. The filling capacity, determined as the ratio of the height the concrete in H2 at end of L-box with H1 at exit outlet (H1/H2), the ratio must be higher than 0.8. Figures 1 a,

a) Properties of fresh concretes
The results of the slump flow test are presented in Table 7. The results represent the maximum spread (the final diameter of slump flow) and T50, the time required for the concrete flow to fill a 50-cm-diameter circle. EFNARC recommends that concrete mixtures should have slump flow diameters of 55 cm to 75 cm to Fig. 1(a): Slump flow T50 test Fig. 1(b): Slump flow test flow rates increased by 40% and 34% when FA was added at replacement rates of 20% and 40% cement mass, respectively. The workability and flowability of all SCRFC mixtures were lower than those of all SCC the slump flow rates of SCFRCs decreased by 21%, 12%, and 17% when FA was added at replacement rates of 0%, 20%, and 40% cement mass, respectively. In general, increasing the replacement rates of FA from 20% to 40% cement mass did not significantly decrease the workability of concrete. Adding FA to cement at a replacement rate of 06% has a negative effect on properties of SCC. In addition to the slump flow test and slump flow T50, the V-funnel test was conducted to estimate the flowability of SCC and SCFRC mixtures. The V-funnel flow time was calculated in seconds between the time of the beginning of opening the bottom outlet until the light became noticeable from the bottom outlet. EFNARC recommends that concretes should have V-funnel flow times of 6 s to 12 s and a L-box ratio H2/H1 greater than 0.80 to be considered as SCCs (EFNARC, 2002). Table 8 shows the results of V-funnel test and Lbox. The results indicated that SCC and SCFRC mixtures that contained FA at replacement rates of 20% and 40% cement mass met the requirements for SCC.
By contrast, SCC and SCFRC mixtures that contained FA at replacement rates of 0% and 60% cement mass did not meet the requirements for SCC. The decrease in the passing and filling abilities SCCs likely resulted from the high volume of added FA. Moreover, all SCRFC mixtures had lower passing and filling abilities than SCC mixtures. SCC and SCFRC mixtures containing FA at a replacement rate of 60% cement mass did not pass the V-funnel and L-box V-funnel T5 tests. The results suggested that increasing the replacement rate of FA to 60% cement mass exerted the greatest negative effect on the passing and filling abilities of the cement mixtures. Table 8: Results of L-box and v-funnel tests requirements for SCCs. Concrete mixtures with the addition of FA at replacement rates of 0% and 60% cement mass exhibited low slump flow. Moreover, the results showed a wide range of variations, illustrating the effects of FA replacement rates and PF addition on SCC and SCRFC flowability. The decrease in the workability and flowability of SCC may be attributed to the addition of a high volume of FA as an alternative material. Slump mixtures. Moreover, the flowability SCC and SCFRC mixtures that contained FA at replacement rates of 0% and 60% cement mass did not meet the minimum requirements of the T50 test. Results also showed that  Table 9 shows the results of the bleeding and segregation tests. SCC and SCFRC mixtures that contained FA at replacement rates of 20% or 40% cement mass had high rates of bleeding and segregation. By contrast, SCC and SCFRC mixtures that contained FA at replacement rates of 0% or 60% cement mass had the lowest rates of bleeding and segregation. The addition of a high volume of FA likely decreased the bleeding and segregation of SCCs. Furthermore, the bleeding and segregation rates of SCFRC mixtures were lower than those of SCC mixtures. 5. The addition of FA at different replacement ratios to SCC and SCRFC mixtures exerted different effects. Thus, for reasons of economy, FA should be added to SCCs and SCRFCs s at replacement rates of 20% to 40% cement mass. 6. The addition of PFs decreased the properties of fresh concrete but improved flexural and indirect tensile strengths.