Mechanical and Permeability Characteristics of Latex-Modiﬁed Fiber-Reinforced Roller-Compacted Rapid-Hardening-Cement Concrete for Pavement Repair

: This study evaluated the effects of reinforcement ﬁbers on the mechanical characteristics, chloride ion penetration properties and abrasion resistance of roller-compacted latex-modiﬁed ﬁber-reinforced rapid-hardening-cement concrete (RCLMFRRHCC) for use in the emergency repair of concrete pavements. The reinforcement ﬁbers tested included macro synthetic ﬁbers (a structural ﬁber) as well as PVA (polyvinyl alcohol) and natural Jute ﬁbers (non-structural ﬁbers). In the experiment, compressive strength, ﬂexural strength, splitting tensile strength, chloride ion penetrating properties, abrasion resistance tests and impact resistance tests were performed. Test results were compared with trafﬁc open standards of concrete for concrete pavement emergency repair. RCLMFRRHCC satisﬁed all trafﬁc open standards for concrete emergency repair. Mixes with reinforcement ﬁbers showed superior results to the mix without, in terms of compressive strength, ﬂexural strength, splitting tensile strength, chloride ion penetration resistance, abrasion resistance and impact resistance. With regard to the reinforcement ﬁbers, the compressive strength, ﬂexural strength, splitting tensile strength, and impact resistance of the mix with macro synthetic ﬁber showed improved results as a structural ﬁber compared to mixes containing natural jute and PVA ﬁbers, namely the non-structural ﬁbers. However, using the reinforcement ﬁber type had little effect on chloride ion penetration resistance or abrasion resistance. Thus, the addition of reinforcement ﬁbers was effective in improving the performance of RCLMFRRHCC. The use of macro synthetic ﬁbers improved the mechanical characteristics of concrete.

to fiber reinforcement of concrete is determined by the bonding mechanism between the fibers and the concrete, including fiber bridging, fiber de-bonding, fiber pullout and fiber fracture when cracks occur [16][17][18][19][20][21][22][23]. The bond characteristics are influenced by a variety of factors, such as the morphological shape and length of the reinforcing fiber, the surface property, the interface between the concrete and the reinforcing fiber in addition to the strength of the concrete [22,23]. In general, there are two approaches to improve the bonding characteristics of the fiber [16,17,22,23]. The first is mechanical improvement using fibers having crimped, hooked and twisted shapes [16,22,23]. The second is chemical treatment to improve the hydrophilicity of the fiber surface and thereby, improve compatibility with the concrete [16][17][18][19][20][21][22][23]. As reinforcement fibers, mixed polyolefin macro synthetic fibers, natural Jute fibers and PVA (polyvinyl alcohol) fibers were evaluated in terms of mechanical characteristics, chloride ion penetration properties and durability. Jute and PVA fibers are hydrophilic fibers and have excellent bonding strength with concrete [16]. Furthermore, the macro fibers are hydrophobic fibers, but the surface shape is treated as a crimp type in order to improve the bonding characteristics [22,23]. Therefore, PVA, jute and macro synthetic fibers are excellent in terms of bonding strength with concrete, which increases the control effect of cracks occurring in concrete. Therefore, they are effective in improving durability, including permeability of concrete. Such an effect can sufficiently solve the reduction in permeability and durability due to a reduction in latex usage. The study evaluated the performance of roller-compacted latex-modified fiber-reinforced rapid-hardening-cement concrete (RCLMFRRHCC) for repairing road pavement. When the amount of latex used was reduced from 15% to 5%, the effectiveness of the types of reinforcing fibers to maintain or improve the target performance while securing a slump capable of roller compaction was evaluated. In addition, the effect of fiber type on abrasion and impact resistance were evaluated.

Materials
This study used the rapid-hardening cement by Jungang Polytech, Keyongnam, Korea. The physical and chemical characteristics of the rapid-hardening cement are shown in Tables 1 and 2. Crushed aggregates of maximum dimensions of 13 mm were used as the coarse aggregate, while river sand of density 2.60 g/mm 3 was used as the fine aggregate. The physical characteristics of the aggregates are listed in Table 3. Stylene butadiene latex (SB latex) from Jungang Polytech was used, with its characteristics given in Table 4. A macro synthetic fiber (a structural fiber) as well as a PVA fiber and natural jute fiber (non-structural fibers) were used as reinforcement fibers, which were produced by Nycon Materials, Co. Ltd., Seoul, Korea. The characteristics of the reinforcement fibers are listed in Table 5 and the shapes of the fibers are shown in Figure 1.

Mix Proportions
In concrete pavement repairs using rapid-hardening cement, a minimum of 4 h of curing time is specified as the traffic open time by the American Association of State Highway and Transportation Officials (AASHTO), the road traffic administration of each state in the United States, and the Korea Expressway Corporation [28,29]. The traffic open standards are as follows: a compressive strength ≥21 MPa and a flexural strength ≥3.5 MPa. Furthermore, the splitting tensile strength was set at 3.2 MPa or more in this study. After 28 days of curing, the compressive strength should be ≥35 MPa and the flexural strength ≥4.5 MPa, with a splitting tensile strength ≥4.2 MPa. As such, the guidelines given were set at the mix goals of our study, as the intention was to apply the rapid-hardening cement to concrete pavement repair. Durability measures were based on water and chloride ion penetration test results, which have the biggest influence on a concrete pavement's usage life degradation. The chloride ion penetration amount was assessed according to the ASTM C 1202 test method [30], based on the standards of the Korea Expressway Corporation. The goal was ≤2000 Coulombs after 28 days of curing [29]. In this study, to ensure initial durability, the goal of chloride ion penetration at 4 h of curing was set at 4000 C or less. The target slump value was aimed at less than 40 mm, which is applied to concrete pavement mixture of Korea Highway Corporation, Keyongnam, Korea [31]. To achieve these goals, the mix had a water-to-cement (W/C) ratio of 0.28. Latex was added in at 5% of the cement weight. For the reinforcement fiber, 0.10% each of the synthetic macro fiber, natural jute fiber and PVA fiber were mixed. The mix ratios used are shown in Table 6.
The cement, fine aggregate and coarse aggregate were added to the mixture. After this, the mixture was subjected to a mixing for 1 min and 30 s, followed by addition of water, which was mixed for 30 s. Following this, the fiber was placed and mixing was performed, before the latex was finally added. The addition of latex can increase the slump initially and increase the fiber dispersion effect. However, loss of slump occurs when fibers are dispersed. In order to improve the dispersibility of the fibers, mixing was conducted for 1 min and 30 s after the fiber was added. Further, after the addition of the latex, additional mixing was performed for about 1 min and 30 s.

Mix Proportions
In concrete pavement repairs using rapid-hardening cement, a minimum of 4 h of curing time is specified as the traffic open time by the American Association of State Highway and Transportation Officials (AASHTO), the road traffic administration of each state in the United States, and the Korea Expressway Corporation [28,29]. The traffic open standards are as follows: a compressive strength ≥21 MPa and a flexural strength ≥3.5 MPa. Furthermore, the splitting tensile strength was set at 3.2 MPa or more in this study. After 28 days of curing, the compressive strength should be ≥35 MPa and the flexural strength ≥4.5 MPa, with a splitting tensile strength ≥4.2 MPa. As such, the guidelines given were set at the mix goals of our study, as the intention was to apply the rapid-hardening cement to concrete pavement repair. Durability measures were based on water and chloride ion penetration test results, which have the biggest influence on a concrete pavement's usage life degradation. The chloride ion penetration amount was assessed according to the ASTM C 1202 test method [30], based on the standards of the Korea Expressway Corporation. The goal was ≤2000 Coulombs after 28 days of curing [29]. In this study, to ensure initial durability, the goal of chloride ion penetration at 4 h of curing was set at 4000 C or less. The target slump value was aimed at less than 40 mm, which is applied to concrete pavement mixture of Korea Highway Corporation, Keyongnam, Korea [31]. To achieve these goals, the mix had a water-to-cement (W/C) ratio of 0.28. Latex was added in at 5% of the cement weight. For the reinforcement fiber, 0.10% each of the synthetic macro fiber, natural jute fiber and PVA fiber were mixed. The mix ratios used are shown in Table 6.
The cement, fine aggregate and coarse aggregate were added to the mixture. After this, the mixture was subjected to a mixing for 1 min and 30 s, followed by addition of water, which was mixed for 30 s. Following this, the fiber was placed and mixing was performed, before the latex was finally added. The addition of latex can increase the slump initially and increase the fiber dispersion effect. However, loss of slump occurs when fibers are dispersed. In order to improve the dispersibility of the fibers, mixing was conducted for 1 min and 30 s after the fiber was added. Further, after the addition of the latex, additional mixing was performed for about 1 min and 30 s.

Manufacturing of Test Specimens
The study used a pressure vibration compaction machine to mimic roller compaction in a laboratory to produce test specimens. It would be a more practical experiment to construct the experimental specimen by casting the pavement concrete using the roller compaction method and collecting the core. However, it is practically difficult to produce a specimen by using the roller compaction method in the laboratory. Therefore, specimens were manufactured using mimic roller compaction methods, which are easy to produce specimens using existing research [15]. First, one-third of the mixed latex-modified fiber-reinforced rapid-hardening-cement concrete was poured into the test mold and vibration was conducted for 30 s using a vibration-compacting machine to apply pressure. Similarly, for the second test, one-third of the concrete was put in the test mold and pressure vibration-compacting was performed for 30 s. Finally, the last third was placed in the test mold. After pressure vibration compaction, the surface was finished. Figure 2 shows photographs of the pressure vibration-compacting machine used and manufacturing of test specimens.

Manufacturing of Test Specimens
The study used a pressure vibration compaction machine to mimic roller compaction in a laboratory to produce test specimens. It would be a more practical experiment to construct the experimental specimen by casting the pavement concrete using the roller compaction method and collecting the core. However, it is practically difficult to produce a specimen by using the roller compaction method in the laboratory. Therefore, specimens were manufactured using mimic roller compaction methods, which are easy to produce specimens using existing research [15]. First, one-third of the mixed latex-modified fiber-reinforced rapid-hardening-cement concrete was poured into the test mold and vibration was conducted for 30 s using a vibration-compacting machine to apply pressure. Similarly, for the second test, one-third of the concrete was put in the test mold and pressure vibration-compacting was performed for 30 s. Finally, the last third was placed in the test mold. After pressure vibration compaction, the surface was finished. Figure 2 shows photographs of the pressure vibration-compacting machine used and manufacturing of test specimens.

Slump Tests
Slump tests were performed in accordance with the ASTM C 143 standard [32]. The test was performed four times for each variable.

Compressive Strength Tests
Compressive strength tests were performed in accordance with the ASTM C 39 standard [33]. Tests were performed after 4 h and 28 days of curing. Each variable was investigated using six specimens.

Splitting Tensile Test
Splitting tensile tests were conducted in accordance with the ASTM C 496 standard [34]. Tests were carried out after curing periods of 28 days. Specimens (100 × 200 mm) were cured in water at 23 ± 2 • C. Each variable was investigated using six specimens.

Flexural Tests
Flexural tests were conducted in accordance with the ASTM C 78 standard [35]. Each test was performed after 4 h and 28 days of curing. Each variable was investigated using six specimens.

Chloride Ion Penetration Tests
Chloride ion penetration tests were conducted in accordance with the ASTM C 1202-94 standard [30]. Specimens, which were 150 × 50 mm in size, were tested after 28 days of curing. Each variable was investigated using six specimens. The test apparatus for the chloride ion penetration test is shown in Figure 3.

Slump Tests
Slump tests were performed in accordance with the ASTM C 143 standard [32]. The test was performed four times for each variable.

Compressive Strength Tests
Compressive strength tests were performed in accordance with the ASTM C 39 standard [33]. Tests were performed after 4 h and 28 days of curing. Each variable was investigated using six specimens.

Splitting Tensile Test
Splitting tensile tests were conducted in accordance with the ASTM C 496 standard [34]. Tests were carried out after curing periods of 28 days. Specimens (100 × 200 mm) were cured in water at 23 ± 2 °C. Each variable was investigated using six specimens.

Flexural Tests
Flexural tests were conducted in accordance with the ASTM C 78 standard [35]. Each test was performed after 4 h and 28 days of curing. Each variable was investigated using six specimens.

Chloride Ion Penetration Tests
Chloride ion penetration tests were conducted in accordance with the ASTM C 1202-94 standard [30]. Specimens, which were 150 × 50 mm in size, were tested after 28 days of curing. Each variable was investigated using six specimens. The test apparatus for the chloride ion penetration test is shown in Figure 3.

Abrasion Tests
Abrasion tests were conducted in accordance with the ASTM C 944 standard [36]. Specimens, which were 150 mm × 60 mm in size, were tested after 7 days of curing. Each variable was investigated using six specimens. The test apparatus for the abrasion test is shown in Figure 4.

Abrasion Tests
Abrasion tests were conducted in accordance with the ASTM C 944 standard [36]. Specimens, which were 150 mm × 60 mm in size, were tested after 7 days of curing. Each variable was investigated using six specimens. The test apparatus for the abrasion test is shown in Figure 4.

Impact Tests
Impact tests were conducted in accordance with the specifications of the ACI Committee 544 [37]. Specimens, which were 150 × 60 mm in size, were cured in water at 23 ± 2 °C. Each test was performed after 7 days of curing. Each variable was investigated using six specimens. The test apparatus for the impact test is shown in Figure 5.

Slump Value
The slump test result of RCLMFRRHCC, according to the type of reinforcing fiber, is shown in Figure 6. The addition of reinforcing fibers results in a decrease in the slump value of RCLMFRRHCC. When the fiber was not added, a slump value of about 84 mm was shown. In comparison, when the fiber was added, the slump of 40 mm or less was obtained. When fibers are added to concrete, the slump decreases due to the bridging effect of the fibers [10,14], which was seen in this present study. Furthermore, since the hydrophilic fiber absorbs the mixing, there is a reduction in the water of the slump [10,11,14]. In this study, jute fibers and PVA fibers were applied as hydrophilic fibers. Therefore, slump loss was significantly higher than that of macro synthetic fibers, which has a hydrophobic surface. In this study, the target slump was determined to be 40 mm or less in order to

Impact Tests
Impact tests were conducted in accordance with the specifications of the ACI Committee 544 [37]. Specimens, which were 150 × 60 mm in size, were cured in water at 23 ± 2 • C. Each test was performed after 7 days of curing. Each variable was investigated using six specimens. The test apparatus for the impact test is shown in Figure 5.

Impact Tests
Impact tests were conducted in accordance with the specifications of the ACI Committee 544 [37]. Specimens, which were 150 × 60 mm in size, were cured in water at 23 ± 2 °C. Each test was performed after 7 days of curing. Each variable was investigated using six specimens. The test apparatus for the impact test is shown in Figure 5.

Slump Value
The slump test result of RCLMFRRHCC, according to the type of reinforcing fiber, is shown in Figure 6. The addition of reinforcing fibers results in a decrease in the slump value of RCLMFRRHCC. When the fiber was not added, a slump value of about 84 mm was shown. In comparison, when the fiber was added, the slump of 40 mm or less was obtained. When fibers are added to concrete, the slump decreases due to the bridging effect of the fibers [10,14], which was seen in this present study. Furthermore, since the hydrophilic fiber absorbs the mixing, there is a reduction in the water of the slump [10,11,14]. In this study, jute fibers and PVA fibers were applied as hydrophilic fibers. Therefore, slump loss was significantly higher than that of macro synthetic fibers, which has a hydrophobic surface. In this study, the target slump was determined to be 40 mm or less in order to

Slump Value
The slump test result of RCLMFRRHCC, according to the type of reinforcing fiber, is shown in Figure 6. The addition of reinforcing fibers results in a decrease in the slump value of RCLMFRRHCC. When the fiber was not added, a slump value of about 84 mm was shown. In comparison, when the fiber was added, the slump of 40 mm or less was obtained. When fibers are added to concrete, the slump decreases due to the bridging effect of the fibers [10,14], which was seen in this present study. Furthermore, since the hydrophilic fiber absorbs the mixing, there is a reduction in the water of the slump [10,11,14]. In this study, jute fibers and PVA fibers were applied as hydrophilic fibers. Therefore, slump loss was significantly higher than that of macro synthetic fibers, which has a hydrophobic surface. In this study, the target slump was determined to be 40 mm or less in order to apply the roller compaction method. As a result of the slump test, the mixture containing fibers satisfied the target slump, but did not satisfy the target slump value when no fiber was added. Therefore, in order to apply roller compaction method, it is necessary to add reinforcing fibers according to the slump test. However, the test specimens for evaluating the strength, permeability and durability of plain mixture without the addition of fibers were also prepared using a mimic roller compression method. Appl apply the roller compaction method. As a result of the slump test, the mixture containing fibers satisfied the target slump, but did not satisfy the target slump value when no fiber was added. Therefore, in order to apply roller compaction method, it is necessary to add reinforcing fibers according to the slump test. However, the test specimens for evaluating the strength, permeability and durability of plain mixture without the addition of fibers were also prepared using a mimic roller compression method.  Figure 7 shows the compressive strength test results according to the type of reinforcement fiber used in RCLMFRRHCC for emergency concrete pavement repair. Regardless of the reinforcement fiber, all mixes satisfied the goal of a 4-h strength of ≥21 MPa. Furthermore, after a period of 28 curing days, they all satisfied the strength requirements of ≥35 MPa. Compared with the mix that contained no reinforcement fibers, the compressive strength of the mixes using reinforcement fibers was slightly higher. The compressive strength of the mix using macro synthetic fibers was the highest. It showed a similar compressive strength to the mixes with natural jute fibers and PVA fibers. Generally, when latex is added, it has the effect of delaying the hardening time of the concrete. Thus, this delays the time to achieve the desired compressive strength [5,11,12,15]. To address this problem, we reduced the latex amount to 5% of the cement weight from 15%, which is used generally in pavement repair [6,12,13,15]. Furthermore, during compaction, pressure vibration compaction was used to mimic roller compaction; it had the effect of tightening the concrete structure [24][25][26][27]. Thus, all samples satisfied the 4-h curing compressive strength of 21 MPa and 28-day curing compressive strength of 35 MPa, which are standards for emergency repair concrete. When reinforcement fibers were added, it effectively suppressed crack generation by hydration heat and thus, increased the compressive strength slightly [6,11,12]. However, the increase in compressive strength was not significant. The reason for this is that the addition of reinforcing fibers is effective in increasing tensile and flexural strengths rather than compressive strengths. However, a slight increase in strength can be expected in terms of crack controls [16].

Compressive Strength
Fiber reinforcing materials can be classified into structural fibers to improve structural performance, such as strength and non-structural fibers to be used for crack control and durability improvement [16]. Structural fibers include steel fibers and structural synthetic fibers [22,23]. Nonstructural fibers include polypropylene fibers, jute fibers, and PVA fibers. In this study, macro synthetic fibers, which can replace steel fibers as structural fibers, was applied, while jute fibers and PVA fibers were applied as nonstructural fibers [16]. The mix using macro synthetic fibers had a higher compressive strength than the mixes using other reinforcement fibers. This is because the macro synthetic fiber is a structural fiber that can replace steel fiber and improve the mechanical  Figure 7 shows the compressive strength test results according to the type of reinforcement fiber used in RCLMFRRHCC for emergency concrete pavement repair. Regardless of the reinforcement fiber, all mixes satisfied the goal of a 4-h strength of ≥21 MPa. Furthermore, after a period of 28 curing days, they all satisfied the strength requirements of ≥35 MPa. Compared with the mix that contained no reinforcement fibers, the compressive strength of the mixes using reinforcement fibers was slightly higher. The compressive strength of the mix using macro synthetic fibers was the highest. It showed a similar compressive strength to the mixes with natural jute fibers and PVA fibers. Generally, when latex is added, it has the effect of delaying the hardening time of the concrete. Thus, this delays the time to achieve the desired compressive strength [5,11,12,15]. To address this problem, we reduced the latex amount to 5% of the cement weight from 15%, which is used generally in pavement repair [6,12,13,15]. Furthermore, during compaction, pressure vibration compaction was used to mimic roller compaction; it had the effect of tightening the concrete structure [24][25][26][27]. Thus, all samples satisfied the 4-h curing compressive strength of 21 MPa and 28-day curing compressive strength of 35 MPa, which are standards for emergency repair concrete. When reinforcement fibers were added, it effectively suppressed crack generation by hydration heat and thus, increased the compressive strength slightly [6,11,12]. However, the increase in compressive strength was not significant. The reason for this is that the addition of reinforcing fibers is effective in increasing tensile and flexural strengths rather than compressive strengths. However, a slight increase in strength can be expected in terms of crack controls [16].

Compressive Strength
Fiber reinforcing materials can be classified into structural fibers to improve structural performance, such as strength and non-structural fibers to be used for crack control and durability improvement [16]. Structural fibers include steel fibers and structural synthetic fibers [22,23]. Nonstructural fibers include polypropylene fibers, jute fibers, and PVA fibers. In this study, macro synthetic fibers, which can replace steel fibers as structural fibers, was applied, while jute fibers and PVA fibers were applied as nonstructural fibers [16]. The mix using macro synthetic fibers had a higher compressive strength than the mixes using other reinforcement fibers. This is because the macro synthetic fiber is a structural fiber that can replace steel fiber and improve the mechanical performance of the concrete, which is reflected in the structural performance [16,22,23]. Thus, the mix with the macro synthetic fiber showed a slightly higher compressive strength than jute fiber and PVA fiber mixes, the main purpose of which was crack control, rather than structural performance. performance of the concrete, which is reflected in the structural performance [16,22,23]. Thus, the mix with the macro synthetic fiber showed a slightly higher compressive strength than jute fiber and PVA fiber mixes, the main purpose of which was crack control, rather than structural performance.

Flexural Strength
The results of the flexural strength tests, according to the types of reinforcement fibers of RCLMFRRHCC for concrete pavement emergency repair, are shown in Figure 8. In this study, the flexural strength standard was based on the 4-h traffic open standard of 3.5 MPa and the 28-day curing standard of 4.5 MPa. The test results satisfied both standards. When latex and reinforcement fiber were added, they influenced the tensile force and flexural strength rather than the compressive strength [1][2][3]5]. Latex film has the effect of increasing the binding force between the materials when the concrete receives flexural or tensile load. Thus, it increases tensile force and flexural strength [5, 11,12]. Furthermore, the reinforcement fibers increase the tensile force of the concrete itself and increase flexural strength by restraining crack generation [16][17][18][19][20]. In the flexural strength tests, the case using macro synthetic fibers showed the best performance, while natural Jute fiber and PVA fiber mixes exhibited nearly the same flexural strength. These results showed that the macro synthetic fiber, a structural fiber, improved the structural performance of the concrete [22,23]. Thus, the macro synthetic fiber appeared to serve a different purpose than PVA fiber and jute fiber, which are used to improve the durability by controlling crack formation in concrete.

Flexural Strength
The results of the flexural strength tests, according to the types of reinforcement fibers of RCLMFRRHCC for concrete pavement emergency repair, are shown in Figure 8. In this study, the flexural strength standard was based on the 4-h traffic open standard of 3.5 MPa and the 28-day curing standard of 4.5 MPa. The test results satisfied both standards. When latex and reinforcement fiber were added, they influenced the tensile force and flexural strength rather than the compressive strength [1][2][3]5]. Latex film has the effect of increasing the binding force between the materials when the concrete receives flexural or tensile load. Thus, it increases tensile force and flexural strength [5, 11,12]. Furthermore, the reinforcement fibers increase the tensile force of the concrete itself and increase flexural strength by restraining crack generation [16][17][18][19][20]. In the flexural strength tests, the case using macro synthetic fibers showed the best performance, while natural Jute fiber and PVA fiber mixes exhibited nearly the same flexural strength. These results showed that the macro synthetic fiber, a structural fiber, improved the structural performance of the concrete [22,23]. Thus, the macro synthetic fiber appeared to serve a different purpose than PVA fiber and jute fiber, which are used to improve the durability by controlling crack formation in concrete.
increase flexural strength by restraining crack generation [16][17][18][19][20]. In the flexural strength tests, the case using macro synthetic fibers showed the best performance, while natural Jute fiber and PVA fiber mixes exhibited nearly the same flexural strength. These results showed that the macro synthetic fiber, a structural fiber, improved the structural performance of the concrete [22,23]. Thus, the macro synthetic fiber appeared to serve a different purpose than PVA fiber and jute fiber, which are used to improve the durability by controlling crack formation in concrete.

Splitting Tensile Strength
In this study, the splitting tensile strength standard of RCLMFRRHCC for concrete pavement emergency repair was specified as ≥4.2 MPa after 28 days of curing. Furthermore, this study aimed at a splitting tensile strength of 3.2 MPa for 4 h. The results of this study showed that the strength of 28 days of curing was satisfied in all mixtures. However, in the case of splitting tensile strength at the curing time of 4 h, the plain mixture without reinforcing fibers showed a strength of approximately 3.1 MPa, which was slightly lower than the target splitting tensile strength ( Figure 9). Furthermore, compared with the "plain" mix, the mixes with reinforcement fibers showed splitting tensile strength values of ≥3.2 MPa and 4.5 MPa at 4 h and 28 days, respectively. Thus, the reinforcement fiber increased the splitting tensile strength. RCLMFRRHCC for concrete pavement emergency repairs showed high hydration heat in the early stages of curing, improving the initial strength [1][2][3]5,6]. Thus, although cracks occurred within the concrete, the reinforcement fibers effectively prevented the generation and growth of cracks [16][17][18][19][20][21][22][23]. This effect was seen in the increased splitting tensile strength of RCLMFRRHCC. Furthermore, the addition of reinforcing fibers is more effective in increasing tensile strength than compressive strength [22,23]. Furthermore, the case using macro synthetic fibers showed better splitting tensile strength than the mixes with natural jute fibers and PVA fibers. This is because the macro synthetic fiber is a structural fiber, which is used to replace steel fiber and improves the structural performance of the concrete [22,23]. However, natural jute fibers and PVA fibers are crack-control fibers, which are used to improve durability rather than structural performance [16].

Splitting Tensile Strength
In this study, the splitting tensile strength standard of RCLMFRRHCC for concrete pavement emergency repair was specified as ≥4.2 MPa after 28 days of curing. Furthermore, this study aimed at a splitting tensile strength of 3.2 MPa for 4 h. The results of this study showed that the strength of 28 days of curing was satisfied in all mixtures. However, in the case of splitting tensile strength at the curing time of 4 h, the plain mixture without reinforcing fibers showed a strength of approximately 3.1 MPa, which was slightly lower than the target splitting tensile strength ( Figure 9). Furthermore, compared with the "plain" mix, the mixes with reinforcement fibers showed splitting tensile strength values of ≥3.2 MPa and 4.5 MPa at 4 h and 28 days, respectively. Thus, the reinforcement fiber increased the splitting tensile strength. RCLMFRRHCC for concrete pavement emergency repairs showed high hydration heat in the early stages of curing, improving the initial strength [1][2][3]5,6]. Thus, although cracks occurred within the concrete, the reinforcement fibers effectively prevented the generation and growth of cracks [16][17][18][19][20][21][22][23]. This effect was seen in the increased splitting tensile strength of RCLMFRRHCC. Furthermore, the addition of reinforcing fibers is more effective in increasing tensile strength than compressive strength [22,23]. Furthermore, the case using macro synthetic fibers showed better splitting tensile strength than the mixes with natural jute fibers and PVA fibers. This is because the macro synthetic fiber is a structural fiber, which is used to replace steel fiber and improves the structural performance of the concrete [22,23]. However, natural jute fibers and PVA fibers are crack-control fibers, which are used to improve durability rather than structural performance [16].  Figure 10 shows the results of the chloride ion penetration tests for RCLMFRRHCC samples according to the type of reinforcement fiber. All samples satisfied the goal of chloride ion penetration of 2000 Coulombs after 28 days of curing. However, the target value of 4000 Coulombs or less at 4 h of curing were not achieved by the plain mixture without added fibers.  Figure 10 shows the results of the chloride ion penetration tests for RCLMFRRHCC samples according to the type of reinforcement fiber. All samples satisfied the goal of chloride ion penetration of 2000 Coulombs after 28 days of curing. However, the target value of 4000 Coulombs or less at 4 h of curing were not achieved by the plain mixture without added fibers. Particularly in the case of rapid-hardening cement concretes, cracks occur inside the cement due to high hydration heat in the early stages [1][2][3]. The addition of reinforcement fibers appeared to offset hydration heat-induced crack formation [5,13]. The mixes/test samples showed similar results in this regard. After curing for 4 h, water penetration was fairly high in the mix with no fibers. However, all cases with added reinforcement fibers showed moderate water penetration properties. Since the reinforcing fibers inhibit the internal cracks due to the generation of hydration heat before sufficient strength is developed, the chlorine ion penetration amount decreases earlier than the mixture without the fibers. Therefore, it can be concluded that the addition of reinforcing fibers is effective in reducing the chloride ion penetration at the initial curing period in the repair concrete before the initial sufficient strength is developed. However, after curing for 28 days, all samples showed low water penetration. Figure 11 shows the abrasion test results for RCLMFRRHCC for concrete pavement emergency repair according to reinforcement fiber type. Mixes using reinforcement fibers showed improved abrasion resistance. This was because the reinforcement fibers provided a bridging effect to hold the concrete particles [11,14]. There was no major difference in terms of reinforcement fiber type. Thus, abrasion resistance improved with the addition of reinforcement fibers by effectively tightening the internal structure. Furthermore, the increase in abrasion resistance with the addition of reinforcing fibers is influenced by the bonding properties of concrete and reinforcing fibers [11,14]. Notably, natural jute and PVA fibers are 'water-friendly fibers' and thus, they adhere strongly to the concrete matrix for enhanced abrasion resistance [10,11,16]. The macro synthetic fiber has a crimped surface shape, which markedly improves bonding with the concrete [22,23]. Chloride ion penetration amount affects indirectly the concrete's water penetration properties [5, 14,30]. The mixes with added reinforcement fibers showed decreased chloride ion penetration [10][11][12]. Generally, in cases of latex-modified concrete, the addition of latex fills air pores inside the concrete and forms a thick latex film layer, having the effect of reducing water penetration [1][2][3]5,6]. In this study, with latex addition (5% of cement weight) and under pressure vibration compaction, lower chloride ion penetration amounts were achieved. When reinforcement fibers were added, there was a further reduction in the penetration amount [5,14].

Abrasion Resistance
Particularly in the case of rapid-hardening cement concretes, cracks occur inside the cement due to high hydration heat in the early stages [1][2][3]. The addition of reinforcement fibers appeared to offset hydration heat-induced crack formation [5,13]. The mixes/test samples showed similar results in this regard. After curing for 4 h, water penetration was fairly high in the mix with no fibers. However, all cases with added reinforcement fibers showed moderate water penetration properties. Since the reinforcing fibers inhibit the internal cracks due to the generation of hydration heat before sufficient strength is developed, the chlorine ion penetration amount decreases earlier than the mixture without the fibers. Therefore, it can be concluded that the addition of reinforcing fibers is effective in reducing the chloride ion penetration at the initial curing period in the repair concrete before the initial sufficient strength is developed. However, after curing for 28 days, all samples showed low water penetration. Figure 11 shows the abrasion test results for RCLMFRRHCC for concrete pavement emergency repair according to reinforcement fiber type. Mixes using reinforcement fibers showed improved abrasion resistance. This was because the reinforcement fibers provided a bridging effect to hold the concrete particles [11,14]. There was no major difference in terms of reinforcement fiber type. Thus, abrasion resistance improved with the addition of reinforcement fibers by effectively tightening the internal structure. Furthermore, the increase in abrasion resistance with the addition of reinforcing fibers is influenced by the bonding properties of concrete and reinforcing fibers [11,14]. Notably, natural jute and PVA fibers are 'water-friendly fibers' and thus, they adhere strongly to the concrete matrix for enhanced abrasion resistance [10,11,16]. The macro synthetic fiber has a crimped surface shape, which markedly improves bonding with the concrete [22,23]. abrasion resistance improved with the addition of reinforcement fibers by effectively tightening the internal structure. Furthermore, the increase in abrasion resistance with the addition of reinforcing fibers is influenced by the bonding properties of concrete and reinforcing fibers [11,14]. Notably, natural jute and PVA fibers are 'water-friendly fibers' and thus, they adhere strongly to the concrete matrix for enhanced abrasion resistance [10,11,16]. The macro synthetic fiber has a crimped surface shape, which markedly improves bonding with the concrete [22,23]. Figure 11. Abrasion test results. Figure 11. Abrasion test results.

Impact Resistance
RCLMFRRHCC impact test results for concrete pavement emergency repair, according to the type of reinforcement fibers, are shown in Figure 12. Mixes with added reinforcement fibers showed increased numbers of impacts before reaching destruction. In the case of the plain mix with no fiber, the number of impacts was approximately 200 times. Mixes containing reinforcement fibers showed approximately 400 impacts, which was about a two-fold impact improvement in resistance. The mixes using reinforcement fibers showed increased flexural characteristics and energy absorption ability, based on bridging effects and pull out, fiber de-bonding in addition to fiber fracture resistance under impact [10,11]. Furthermore, the impact resistance due to the addition of the reinforcing fibers is determined by the bonding characteristics of the reinforcing fibers [10,11]. In this study, bonding with concrete was excellent after applying hydrophilic fibers that achieved strong bonding to concrete and fibers with crimped type fibers. Therefore, the impact resistance was increased. According to the reinforcement fiber type, the number of impacts before destruction using the macro synthetic fiber was approximately 490 times and 410-415 times for added natural jute and PVA fiber mixes, respectively. Natural jute fibers and PVA fibers showed almost the same impact resistance, while the mix using macro synthetic fiber showed better impact resistance. This is because the macro synthetic fiber is a structural fiber with a larger fiber diameter and longer length compared with natural jute and PVA fibers. As the macro synthetic fiber is intended as a structural reinforcement fiber, it shows outstanding resistance against impact, which involves energy absorption ability and flexural characteristics [22,23].

Impact Resistance
RCLMFRRHCC impact test results for concrete pavement emergency repair, according to the type of reinforcement fibers, are shown in Figure 12. Mixes with added reinforcement fibers showed increased numbers of impacts before reaching destruction. In the case of the plain mix with no fiber, the number of impacts was approximately 200 times. Mixes containing reinforcement fibers showed approximately 400 impacts, which was about a two-fold impact improvement in resistance. The mixes using reinforcement fibers showed increased flexural characteristics and energy absorption ability, based on bridging effects and pull out, fiber de-bonding in addition to fiber fracture resistance under impact [10,11]. Furthermore, the impact resistance due to the addition of the reinforcing fibers is determined by the bonding characteristics of the reinforcing fibers [10,11]. In this study, bonding with concrete was excellent after applying hydrophilic fibers that achieved strong bonding to concrete and fibers with crimped type fibers. Therefore, the impact resistance was increased. According to the reinforcement fiber type, the number of impacts before destruction using the macro synthetic fiber was approximately 490 times and 410-415 times for added natural jute and PVA fiber mixes, respectively. Natural jute fibers and PVA fibers showed almost the same impact resistance, while the mix using macro synthetic fiber showed better impact resistance. This is because the macro synthetic fiber is a structural fiber with a larger fiber diameter and longer length compared with natural jute and PVA fibers. As the macro synthetic fiber is intended as a structural reinforcement fiber, it shows outstanding resistance against impact, which involves energy absorption ability and flexural characteristics [22,23].

Economical Comparison of Materials Used
In this study, the use of latex was reduced to improve the strength development, roller compaction method and economic efficiency of the materials used with the latex addition of RCLMFRRHCC. The latex was reduced from 15% to 10% by weight of cement. To reduce the durability due to the

Economical Comparison of Materials Used
In this study, the use of latex was reduced to improve the strength development, roller compaction method and economic efficiency of the materials used with the latex addition of RCLMFRRHCC. The latex was reduced from 15% to 10% by weight of cement. To reduce the durability due to the decrease in the latex usage and to secure the applicable slump of the roller-compacting method, reinforcing fibers were applied. In this study, the cost of input materials was compared and analyzed. The costs of the materials used in this study are shown in Table 7. The cost of the material was provided by the manufacturer. At this time, coarse aggregate, fine aggregate and water were excluded because the same amount was applied. The comparative mix was compared with the addition of 15% of latex. Table 8 shows the comparison results. Figure 13 compares the economics of the cost of latex and reinforcing fibers for the same amount of rapid set cement. Excluding rapid-hardening cement, mixtures with 5% latex and fiber reduces 60-63% of material costs compared with 15% latex. Therefore, it is possible to reduce the use of latex as well as to use a roller-compacting method by using reinforcing fibers.

Conclusions
This study evaluated the influence of reinforcement fibers on the performance of RCLMFRRHCC for concrete pavement emergency repairs. A summary of the test results is as follows: • As a result of the slump test, the slump of 40 mm or less for applying the roller compaction method could be satisfied by adding the fiber. Therefore, it is difficult to apply the roller compaction method without mixing the fiber.

Conclusions
This study evaluated the influence of reinforcement fibers on the performance of RCLMFRRHCC for concrete pavement emergency repairs. A summary of the test results is as follows: • As a result of the slump test, the slump of 40 mm or less for applying the roller compaction method could be satisfied by adding the fiber. Therefore, it is difficult to apply the roller compaction method without mixing the fiber.

•
In compressive strength tests, all mixes showed results satisfying the traffic open standard curing at 4 h of ≥21 MPa and curing for 28 days of ≥35 MPa. The mixes using reinforcement fibers showed outstanding compressive strength. The macro synthetic fiber, used as a structural fiber, showed better results than those of natural jute fibers and PVA fibers, which are non-structural fibers.

•
In flexural strength tests, all mixes satisfied the strength condition of ≥3.5 MPa after 4 h of curing and ≥4.5 MPa after 28 days of curing. The macro synthetic fiber, a structural fiber, showed better results than using the natural jute fiber and PVA fiber (non-structural fibers).

•
In the splitting tensile strength results, all mixes satisfied the target of 4.2 MPa after curing for 28 days. Regarding the influence of the fiber reinforcement materials, the macro synthetic fiber showed better results than using natural jute fibers or PVA fibers.

•
From chloride ion penetration test results, mixes with reinforcement fibers showed a decreased chloride ion penetration. All mixes satisfied the target standard of ≤2000 Coulombs after curing for 28 days. However, in the case of a curing period of 4 h, the mix without reinforcing fibers showed a value of 4000 or more and showed high permeability. The mixture with the reinforcing fibers shows moderate permeability.

•
The resistance of permeability was improved compared to that without fiber reinforcement.

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In abrasion test results, mixes with reinforcement fibers showed increased abrasion resistance. The influence of the reinforcement fiber type was not significant.

•
In the impact test results, mixes with reinforcement fibers showed increased impact resistance. The mix using macro synthetic fibers showed better resistance against impact than mixes with natural jute fiber and PVA fiber.

•
In this study, considering the strength, permeability and durability, the fiber that was most effective in improving the performance of RCLMFRRHCC was the macro synthetic fiber. • Furthermore, as a result of this study, RCLMFRRHCC can be applied to emergency repair of concrete pavement, as it can improve the economic efficiency by reducing the amount of latex used in addition to satisfying the target performance and improving the durability of concrete pavement. • Cost analysis of materials, excluding rapid-hardening cement, found that the mixtures with 5% latex and fiber reduce 60-63% of material costs compared with 15% latex. Therefore, it is possible to reduce the use of latex as well as to use a roller-compacting method by using reinforcing fibers.