# Damage Mechanism of Asphalt Concrete Pavement under Different Immersion Environments

Authors: Zaiyang Jiang
Journal: Wireless Communications and Mobile Computing
 (2022)

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## Abstract

With the construction of road infrastructure in China, the rapid development of expressways has provided great convenience for human travel and cargo transportation. Asphalt concrete pavement is widely used in highway construction because of its characteristics of good flatness, high strength, and convenient maintenance. But the water damage of asphalt concrete pavement is the main factor affecting the stability of highway subgrade and flatness of pavement, as well as the main cause of deformation and collapse of pavement. In view of the water damage problem of asphalt concrete pavement, this paper investigates the overall condition and water damage situation of asphalt concrete pavement with different immersed states and carries out indoor simulation test of asphalt concrete samples without water, dry and wet cycle, and saturated water. The quality, loss rate and Marshall stability of the samples under different times of cyclic rolling were obtained through the statistics of cyclic rolling pressure of the samples. The influencing factors of water loss, water resistance and failure forms of highway under different impregnation environments were analyzed, and the prevention measures of water loss of asphalt concrete were put forward. The test results show that the mass loss rate of the sample is water-free, dry-wet cycle, and water-saturated, and the Marshall stability of the sample is water-free, dry-wet cycle, and water-saturated from high to low. Under the action of rolling and friction forces, the fine aggregates in the asphalt concrete are worn off, which leads to the expansion of cracks on the surface of the sample and the formation of fissure network. Small holes appear on the surface of water-saturated sample, and the coarse aggregate is broken and disintegrated under pore water pressure. Traffic flow (cyclic rolling times) and immersion state have become the main factors of asphalt concrete pavement failure. This study has specific and important theoretical guiding significance for reducing and preventing water damage of asphalt concrete pavement of expressway, delaying road service life, and enhancing road safety.


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## Body

## 1. Introduction

Highway, as one of the most important infrastructures for travel and cargo transportation, plays a vital role in the economic development of human society. In the early stage of highway construction, the choice of pavement materials with physical and mechanical properties has a great influence on the use and safety of the whole road. With the development of economy and society, people pay more attention to the comfort of road driving and the later maintenance, and the pavement materials have changed from the original uneven earth and stone pavement to the smooth cement concrete pavement and then to the asphalt concrete pavement with strong durability [1–4]. Asphalt concrete pavement has wear-resisting, smooth, low noise, and the advantages of driving comfort and is widely used in highway construction in our country, but in the use process, water damage of asphalt concrete pavement has become the major problem affecting road safety, many roads open to traffic soon suffered varying degrees of water damage, roadbed, and road surface under different degrees of damage, even collapse, crack, deformation, and other situations. Therefore, it is of great significance to study the water damage mechanism of asphalt concrete pavement for normal use and driving safety [5–7].Asphalt concrete pavement water damage is due to water immersion between asphalt and aggregate, resulting in the reduction of internal cohesion between the particles, asphalt film stripping, aggregate exposed, and the pavement damage, at the same time most of the rain or artificial sprinkling through the drainage slope of the road, but part of the water will penetrate into the roadbed through cracks. As a result, the adhesive material in the roadbed becomes mortar and is extruded out of the road surface under the action of long-term immersion and scouring, thus greatly reducing the strength and bearing capacity of asphalt concrete pavement. Scholars at home and abroad have carried out a lot of research on water damage of asphalt concrete pavement. By investigating the water damage degree of several expressways in China, some researchers analyzed the internal and external causes of water damage of pavement, and put forward measures to reduce the water damage of pavement from the point of design and construction. Some researchers proposed to use finite element analysis method to study the mechanical mechanism of internal structural failure of asphalt concrete pavement under the combined action of driving load and hydrodynamic pressure [8–13]. By comparing the water stability test methods at home and abroad, some researchers put forward the immersion rut test, and tested several commonly used mix structure types at present. It was concluded that the water stability decreased linearly with the increase of test time. At present, there are two main test methods to evaluate the water stability of asphalt concrete: qualitative test on uncompacted loose asphalt concrete mixture and quantitative test on asphalt concrete sample. The first method is mainly to use boiling method, static immersion method to observe or detect the degree of asphalt film stripping, so as to evaluate the adhesion and water stability of asphalt and concrete. The second method is to evaluate the water stability of asphalt concrete by testing the mechanical characteristics such as Marshall stability, splitting strength, and compressive strength under different immersion conditions. The main experimental methods are Marshall test, splitting test, immersion compression test, immersion rut test, and so on [14–16].At present, the main forms of water on the road surface are saturated state (rainfall), dry and wet cycle state (repeated sprinkling), and anhydrous state. In order to study the problem of water damage to pavement, this paper prepared anhydrous, dry-wet cycling, and water-saturated asphalt concrete samples, carried out mass loss rate and Marshall stability test of the three samples under different cyclic rolling compaction, and analyzed the water-resistant ability and failure form of asphalt concrete in different water-immersed environments, and put forward targeted asphalt concrete pavement water damage prevention and maintenance measures, so as to reduce and prevent highway asphalt concrete pavement water damage, delay road life, enhance road safety, and specify important theoretical significance [17, 18].


## 2. Preparation and Test Method

### 2.1. Experimental Preparation

The samples were standard Marshall specimen cylinders with a diameter of 101.6 ± 0.2 mm and a height of 63.5 ± 1.3 mm. The mass of each sample was about 1200 g. In the test, standard compaction instrument, 101.6 standard small Marshall mold test, controllable or constant temperature oven, electronic scale (accurate at least 0. Lg), demounder, roller, and other equipment are mainly used.The sample adopts AC-10 asphalt concrete commonly used in urban highway pavement. According to the grading requirements stipulated in Technical Specifications for Construction of Highway Asphalt Pavement (JTG F40-2004), the ore material ratio of the sample is set as follows: stone debris : crushed stone : coarse stone powder : mineral powder =8 : 6 : 5 : 1. The particle size of the mineral is between 5 and 10 mm, the proportion of oil stone is about 6.1%, and the proportion of asphalt mass is about 5.6%.The sample was prepared by the following method:(1)
The prepared mineral and asphalt mixture is placed in a 140°C controllable temperature oven, and the two materials are fully mixed evenly; the production of samples is weighed by electronic scale each time, trying to ensure that each sample weight about 1200 g(2)
Take out the standard small Marshall test mold and sleeve after preheating in a constant temperature oven, and coat the sleeve with vaseline; put the circular filter paper on the base and ensure that the test mold is fixed with the base, pour the weighed mixture into the test mold, and tamp the mixture with a screwdriver to ensure that the asphalt mixture surface is as flat as possible(3)
Check whether the mixture temperature meets the test requirements through the thermometer. If it does not, it is necessary to put it into the thermostat for heating(4)
Place the test mold and the base in the specified position of the compactor, turn on the motor, and perform compaction. The number of compaction is 75 times each time, and the same number of compaction is performed on the test mold turning(5)
After the sample compaction is completed, take out the sample, and use vernier calipers to measure the diameter and height of the sample, and meet the requirements of the specification; otherwise, the sample needs to be re-madeIt can be seen from Figure1 that the average diameter of 10 samples is 101.64 mm and the standard deviation is 0.09 mm; the average height of 10 samples is 63.60 mm and the standard deviation is 0.76 mm; the difference between samples is very small, which meets the experimental requirements.Figure 1
Diameter and height of the sample without water.


### 2.2. Test Scheme and Method

After the sample preparation, the design of the test scheme was started. The temperature of the samples selected in this paper was 50°C, and the water-soaked states of the samples were anhydrous, dry-wet cycle, and water-saturated, respectively, and the cycles of rolling were 50 times, 100 times, and 150 times. Therefore, the samples were divided into 9 groups with 3 in each group and a total of 27 samples. For each group of samples, rolling and rolling 500 times and sliding friction 50 times were used as a rolling cycle to simulate vehicle running on asphalt concrete pavement.The initial mass of the sample was measured before the test (Figure2). For the anhydrous sample, it was rolled by a roller and placed in a static incubator. For the dry-wet cycle sample, sprinkle water on it before rolling, and put it into a constant temperature and temperature control box after a rolling cycle until dry; for the water-saturated sample, it is fully immersed in water and put into the designated constant temperature water tank after roller rolling until the next rolling cycle. During the rolling process, the quality of the sample was measured 10 times in each cycle and the surface damage was observed.Figure 2
Initial mass of all samples.Automatic Marshall stability tester was used to test the Marshall stability of the samples. First of all, the sample is placed in a constant temperature tank at the specified temperature, and the insulation is 30~40 min, and the interval between the specimens is kept and not less than 5 cm from the bottom of the container is kept; put the upper and lower pressure head of the Marshall tester into the sink or oven and reach the same temperature; finally, the wiring was connected, the automatic Marshall tester and loading equipment were started, and the specimen was kept at 50 ± 5 mm/min during the loading process, and the stability and flow value of the specimen were recorded and printed at all times.


## 2.1. Experimental Preparation

The samples were standard Marshall specimen cylinders with a diameter of 101.6 ± 0.2 mm and a height of 63.5 ± 1.3 mm. The mass of each sample was about 1200 g. In the test, standard compaction instrument, 101.6 standard small Marshall mold test, controllable or constant temperature oven, electronic scale (accurate at least 0. Lg), demounder, roller, and other equipment are mainly used.The sample adopts AC-10 asphalt concrete commonly used in urban highway pavement. According to the grading requirements stipulated in Technical Specifications for Construction of Highway Asphalt Pavement (JTG F40-2004), the ore material ratio of the sample is set as follows: stone debris : crushed stone : coarse stone powder : mineral powder =8 : 6 : 5 : 1. The particle size of the mineral is between 5 and 10 mm, the proportion of oil stone is about 6.1%, and the proportion of asphalt mass is about 5.6%.The sample was prepared by the following method:(1)
The prepared mineral and asphalt mixture is placed in a 140°C controllable temperature oven, and the two materials are fully mixed evenly; the production of samples is weighed by electronic scale each time, trying to ensure that each sample weight about 1200 g(2)
Take out the standard small Marshall test mold and sleeve after preheating in a constant temperature oven, and coat the sleeve with vaseline; put the circular filter paper on the base and ensure that the test mold is fixed with the base, pour the weighed mixture into the test mold, and tamp the mixture with a screwdriver to ensure that the asphalt mixture surface is as flat as possible(3)
Check whether the mixture temperature meets the test requirements through the thermometer. If it does not, it is necessary to put it into the thermostat for heating(4)
Place the test mold and the base in the specified position of the compactor, turn on the motor, and perform compaction. The number of compaction is 75 times each time, and the same number of compaction is performed on the test mold turning(5)
After the sample compaction is completed, take out the sample, and use vernier calipers to measure the diameter and height of the sample, and meet the requirements of the specification; otherwise, the sample needs to be re-madeIt can be seen from Figure1 that the average diameter of 10 samples is 101.64 mm and the standard deviation is 0.09 mm; the average height of 10 samples is 63.60 mm and the standard deviation is 0.76 mm; the difference between samples is very small, which meets the experimental requirements.Figure 1
Diameter and height of the sample without water.


## 2.2. Test Scheme and Method

After the sample preparation, the design of the test scheme was started. The temperature of the samples selected in this paper was 50°C, and the water-soaked states of the samples were anhydrous, dry-wet cycle, and water-saturated, respectively, and the cycles of rolling were 50 times, 100 times, and 150 times. Therefore, the samples were divided into 9 groups with 3 in each group and a total of 27 samples. For each group of samples, rolling and rolling 500 times and sliding friction 50 times were used as a rolling cycle to simulate vehicle running on asphalt concrete pavement.The initial mass of the sample was measured before the test (Figure2). For the anhydrous sample, it was rolled by a roller and placed in a static incubator. For the dry-wet cycle sample, sprinkle water on it before rolling, and put it into a constant temperature and temperature control box after a rolling cycle until dry; for the water-saturated sample, it is fully immersed in water and put into the designated constant temperature water tank after roller rolling until the next rolling cycle. During the rolling process, the quality of the sample was measured 10 times in each cycle and the surface damage was observed.Figure 2
Initial mass of all samples.Automatic Marshall stability tester was used to test the Marshall stability of the samples. First of all, the sample is placed in a constant temperature tank at the specified temperature, and the insulation is 30~40 min, and the interval between the specimens is kept and not less than 5 cm from the bottom of the container is kept; put the upper and lower pressure head of the Marshall tester into the sink or oven and reach the same temperature; finally, the wiring was connected, the automatic Marshall tester and loading equipment were started, and the specimen was kept at 50 ± 5 mm/min during the loading process, and the stability and flow value of the specimen were recorded and printed at all times.


## 3. Test Results and Analysis

### 3.1. Sample Mass Loss Rate

The mass loss rate of the specimen was calculated by recording the mass of different rolling cycles. The mass loss rate is calculated as follows:(1)Ri=m0−mim0×100%,where Ri is the mass loss rate (%); m0 is the initial mass (g); mi is the detection quality (g). According to Formula (1), the average mass loss rate of 9 samples in each group is calculated, as shown in Table 1.Table 1
Sample processing requirements.
The sample sizeTest contentΦ101.6 × 63.50Mass loss rate, Marshall stabilityAccording to Table1, the change rule of mass loss rate of each sample was drawn, as shown in Figure 3. At 25°C and 50°C, the mass loss rate of the three samples showed an overall upward trend with the increase of the number of rolling cycles. When the temperature is 25°C, after 7 rolling cycles, the mass loss rate of anhydrous sample remains basically unchanged, and the final mass loss rate is less than 1%; When the temperature is 50°C, after the number of rolling cycles reaches 7, the mass loss rate of anhydrous sample basically remains unchanged. When the number of rolling cycles reaches 11, the mass loss rate of anhydrous sample gradually increases. When the temperature is 25°C, the mass loss rate of dry-wet cycle samples increases rapidly, gently, and rapidly. The turning point is the number of rolling cycles of 9 and 11, and the final mass loss rate is 3.71%; when the temperature is 50°C, the mass loss rate of dry-wet cycle samples shows an upward, gentle, and slow upward trend. The turning point is that the number of rolling cycles is 4 and 11, and the final mass loss rate is 2.57%. The mass loss rate of saturated samples showed an upward, gentle, and rapid upward trend. Taking 5 and 10 rolling cycles as turning points, the final mass loss rate of the sample at 25°C is 3.43%; the final mass loss rate of the sample at 50°C is 5.02%. When three kinds of sample in the same rolling cycle times, samples of mass loss from large to small is full of water, dry-wet circulation, anhydrous, rolling cycles at 3 times the following, satisfy the loss rate of water quality of the specimen and the dry-wet cycle is basically the same and for anhydrous sample 2 times, when rolling cycles in 3 ~ 9 times, full water loss rate of the quality of the sample is 1.5 times of the dry-wet circulation sample. When the number of rolling cycles is more than 9, the mass loss rate of saturated sample rises sharply. When the number of rolling cycles reaches 15, the mass loss rate of saturated sample is 2 times that of dry and wet cycle sample, and 5 times that of female anhydrous sample.Figure 3
Mass loss rate changes of different samples.


### 3.2. Marshall Stability

Table2 shows the Marshall stability values of the three samples. According to Table 2, Marshall stability test curves of different samples were drawn, as shown in Figure 4. As can be seen from Figure 4, the Marshall stability of anhydrous sample has a slight upward trend as the number of rolling cycles increases in Table 3, but the Marshall stability of dry-wet cycle and saturated sample decreases as the number of rolling cycles increases, and the decrease of saturated sample is larger. After the number of rolling cycles is 150, the Marshall stability of the dry-wet cycle sample is 93% of that of the anhydrous sample, and that of the saturated sample is 80% of that of the anhydrous sample. On the whole, the order of Marshall stability of the three samples is as follows: anhydrous sample > dry-wet cycle sample > saturated sample.Table 2
Sample mass loss rate of each group (%).
Ri50 °CThere is no waterDry-wet circulationFull of waterR00.000.000.00R10.560.881.23R20.681.411.44R30.731.481.67R40.781.561.77R50.821.561.97R60.841.662.06R70.841.662.15R80.841.722.17R90.851.742.22R100.861.742.53R110.891.863.35R120.922.013.92R130.952.214.62R140.992.434.89R150.992.575.02Figure 4
Changes of Marshall stability of different samples.Table 3
Marshall stability of each sample (KN).
Ri50°CThere is no waterDry-wet circulationFull of waterR56.96.886.4R107.016.725.72R157.056.615.7


### 3.3. Analysis of Test Results and Failure Forms of Samples

For the anhydrous sample, the aggregate on the surface of the anhydrous sample did not fall off obviously at the initial stage of cyclic rolling, and the quality basically remained stable. With the increase of the times of rolling, the sample showed obvious rutting phenomenon, and the sample was compressed under the action of external force, which led to the decrease of the porosity of the sample and the increase of Marshall stability.For the dry-wet cycle sample, with the increase of the cycle rolling times, cracks of different degrees appear on the surface of the sample and continue to extend, accompanied by the protrusion of white coarse aggregate. This phenomenon shows that water leads to the sample surface between asphalt and aggregate cohesive force and makes the fine aggregate easier to fall off; at the same time in RCC under external force and friction, the fine aggregate in the asphalt concrete is the wear loss that caused the expansion of the specimen surface crack and forming fissure network, and this well explain the road intersection is the most serious phenomenon of pavement damage. When the cyclic rolling times of the sample reach a certain degree, the fine aggregate falls off completely, cracks are connected, visible pits appear on the surface of the sample, the mass loss rate is faster, and the Marshall stability decreases obviously. The mass loss of the sample is mainly fine aggregate in the dry-wet cyclic state, which also indicates that the damage of the sample in the dry-wet cyclic state is greater than that in the anhydrous state.For the water-saturated sample, at the early stage of the cycle rolling, the water in the sample is discharged and the surface of the sample forms small pits, and the mass loss of the sample is fast. When the number of cycles increased, the pit gradually increased, coarse aggregate began to peel off, and part of the sample surface almost completely damaged, resulting in a significant decrease in the stability of the sample. This is because of water penetration into the sample, in the process of rolling, pore water pressure caused by the internal cause of coarse aggregate mixture of bond damage and loss, at the same time also shows that the full water damage to the specimen occurred in inside, although the early mass loss and dry-wet circulation sample is similar, but when after reaching certain rolling cycles, the damage of Marshall stability and mass loss rate is greater than that of dry-wet cycle samples.Based on the experimental study of anhydrous, dry and wet cycle, and saturated sample, it is concluded that the traffic flow (cyclic rolling times) and the state of immersion are the main factors affecting the water damage of asphalt concrete pavement. In the case of rainfall and artificial sprinkling, the greater the traffic flow of the road, the greater the dynamic load of the road surface, the formation of pore water pressure in the asphalt concrete, leading to the rapid shedding of asphalt, reducing the bonding between aggregate and asphalt. When the vehicle is driving at high speed on the road surface, the wheels and the road surface form a greater relative rolling, the faster the speed of the contact surface of the greater the pressure, then most of the fine aggregate is quickly taken away from the road surface, resulting in potholes, damage, and other water damage phenomenon on the road surface. When damage to the torrential rain or underground pipes, asphalt concrete pavement will be a lot of water, this is a large number of free water by surface porosity and fracture permeability to internal, made of asphalt concrete in saturated state, the vehicle dynamic loads, the internal pore water pressure, asphalt and aggregate of asphalt concrete spalling occurs, make its strength gradually decline, the bearing capacity decreases, the service life shortens, and a large range of road network cracks and pits appear.


### 3.4. Asphalt Concrete Pavement Water Damage Prevention and Maintenance Measures

Based on the study of asphalt concrete samples in different immersed states, the failure forms and influencing factors of asphalt concrete pavement are analyzed, and the prevention and maintenance measures to reduce the water damage of asphalt concrete pavement are put forward. The aggregate of asphalt concrete pavement mainly has three types: acid, neutral, and alkaline, and the application range is quite different. Acid aggregate has the characteristics of high strength and good wear resistance, but poor adhesion to asphalt and poor resistance to water damage. The advantages and disadvantages of alkaline aggregate and acidic aggregate are just the opposite. It can bond well with asphalt, but the strength is low, the ability to resist external forces is poor, and the overall collapse is easy to occur. At the same time, its wear resistance is poor. After repeated indoor and field samples, the aggregate of asphalt concrete pavement is mainly composed of weak acidic aggregate on the surface and alkaline aggregate on the middle and bottom layer.After the asphalt concrete pavement is officially opened to traffic, the road maintenance has important practical significance for its life and safety, and the road maintenance is the top priority in road management. According to the requirements of “Technical Specifications for Asphalt Concrete Road Maintenance,” through the analysis of road water damage causes, targeted road maintenance, so as to extend the service life of asphalt concrete pavement, reduce construction costs, improve the use efficiency and road safety leveling, reduce the risk of traffic accidents. In order to fully ensure and play the function of asphalt concrete pavement, this paper puts forward the following road maintenance measures:(1)
In order to ensure the smooth and comfortable, when the vehicle in order to protect the vehicle traffic safety, coping with water damage of the road to early detection, early treatment, especially for has produced deformation cracks of pavement should governance as soon as possible, prevent free water from the crack in asphalt concrete internal structure, to prevent separation of aggregate and asphalt and aggregate peeling off. Ruts, potholes, network cracks, and other forms of road damage are signs of road damage, which should be repaired and maintained in time to avoid further deterioration of road damage(2)
Nowadays, the phenomenon of overspeed and overload of vehicles is very serious, leading to serious collapse and damage of asphalt concrete pavement, especially for some sections with low design grade, the road damage is more serious. In order to effectively limit the overspeed and overload of vehicles, the traffic management department should increase the punishment, once the overspeed and overload of vehicles are found to be serious, in order to effectively ensure the normal use of the road, but also to ensure the safety of people’s lives(3)
In order to maintain the appearance of the city, now the emergence of the sprinkler caused certain damage to the road, mainly due to the nonstandard use of sprinkler. At present, the use of sprinkler has no specific, clear use specification requirements; on the amount of water, the number of sprinkler also has no clear provisions. This paper suggests that sprinkler time should be selected in the time period with less traffic flow to reduce the road surface under the condition of water by a lot of dynamic load; improved sprinkler mode, from the original directly to the road surface into the form of air spray, so as to improve the air quality and reduce the water load on the road surface, so as to reduce the asphalt concrete pavement water damage


## 3.1. Sample Mass Loss Rate

The mass loss rate of the specimen was calculated by recording the mass of different rolling cycles. The mass loss rate is calculated as follows:(1)Ri=m0−mim0×100%,where Ri is the mass loss rate (%); m0 is the initial mass (g); mi is the detection quality (g). According to Formula (1), the average mass loss rate of 9 samples in each group is calculated, as shown in Table 1.Table 1
Sample processing requirements.
The sample sizeTest contentΦ101.6 × 63.50Mass loss rate, Marshall stabilityAccording to Table1, the change rule of mass loss rate of each sample was drawn, as shown in Figure 3. At 25°C and 50°C, the mass loss rate of the three samples showed an overall upward trend with the increase of the number of rolling cycles. When the temperature is 25°C, after 7 rolling cycles, the mass loss rate of anhydrous sample remains basically unchanged, and the final mass loss rate is less than 1%; When the temperature is 50°C, after the number of rolling cycles reaches 7, the mass loss rate of anhydrous sample basically remains unchanged. When the number of rolling cycles reaches 11, the mass loss rate of anhydrous sample gradually increases. When the temperature is 25°C, the mass loss rate of dry-wet cycle samples increases rapidly, gently, and rapidly. The turning point is the number of rolling cycles of 9 and 11, and the final mass loss rate is 3.71%; when the temperature is 50°C, the mass loss rate of dry-wet cycle samples shows an upward, gentle, and slow upward trend. The turning point is that the number of rolling cycles is 4 and 11, and the final mass loss rate is 2.57%. The mass loss rate of saturated samples showed an upward, gentle, and rapid upward trend. Taking 5 and 10 rolling cycles as turning points, the final mass loss rate of the sample at 25°C is 3.43%; the final mass loss rate of the sample at 50°C is 5.02%. When three kinds of sample in the same rolling cycle times, samples of mass loss from large to small is full of water, dry-wet circulation, anhydrous, rolling cycles at 3 times the following, satisfy the loss rate of water quality of the specimen and the dry-wet cycle is basically the same and for anhydrous sample 2 times, when rolling cycles in 3 ~ 9 times, full water loss rate of the quality of the sample is 1.5 times of the dry-wet circulation sample. When the number of rolling cycles is more than 9, the mass loss rate of saturated sample rises sharply. When the number of rolling cycles reaches 15, the mass loss rate of saturated sample is 2 times that of dry and wet cycle sample, and 5 times that of female anhydrous sample.Figure 3
Mass loss rate changes of different samples.


## 3.2. Marshall Stability

Table2 shows the Marshall stability values of the three samples. According to Table 2, Marshall stability test curves of different samples were drawn, as shown in Figure 4. As can be seen from Figure 4, the Marshall stability of anhydrous sample has a slight upward trend as the number of rolling cycles increases in Table 3, but the Marshall stability of dry-wet cycle and saturated sample decreases as the number of rolling cycles increases, and the decrease of saturated sample is larger. After the number of rolling cycles is 150, the Marshall stability of the dry-wet cycle sample is 93% of that of the anhydrous sample, and that of the saturated sample is 80% of that of the anhydrous sample. On the whole, the order of Marshall stability of the three samples is as follows: anhydrous sample > dry-wet cycle sample > saturated sample.Table 2
Sample mass loss rate of each group (%).
Ri50 °CThere is no waterDry-wet circulationFull of waterR00.000.000.00R10.560.881.23R20.681.411.44R30.731.481.67R40.781.561.77R50.821.561.97R60.841.662.06R70.841.662.15R80.841.722.17R90.851.742.22R100.861.742.53R110.891.863.35R120.922.013.92R130.952.214.62R140.992.434.89R150.992.575.02Figure 4
Changes of Marshall stability of different samples.Table 3
Marshall stability of each sample (KN).
Ri50°CThere is no waterDry-wet circulationFull of waterR56.96.886.4R107.016.725.72R157.056.615.7


## 3.3. Analysis of Test Results and Failure Forms of Samples

For the anhydrous sample, the aggregate on the surface of the anhydrous sample did not fall off obviously at the initial stage of cyclic rolling, and the quality basically remained stable. With the increase of the times of rolling, the sample showed obvious rutting phenomenon, and the sample was compressed under the action of external force, which led to the decrease of the porosity of the sample and the increase of Marshall stability.For the dry-wet cycle sample, with the increase of the cycle rolling times, cracks of different degrees appear on the surface of the sample and continue to extend, accompanied by the protrusion of white coarse aggregate. This phenomenon shows that water leads to the sample surface between asphalt and aggregate cohesive force and makes the fine aggregate easier to fall off; at the same time in RCC under external force and friction, the fine aggregate in the asphalt concrete is the wear loss that caused the expansion of the specimen surface crack and forming fissure network, and this well explain the road intersection is the most serious phenomenon of pavement damage. When the cyclic rolling times of the sample reach a certain degree, the fine aggregate falls off completely, cracks are connected, visible pits appear on the surface of the sample, the mass loss rate is faster, and the Marshall stability decreases obviously. The mass loss of the sample is mainly fine aggregate in the dry-wet cyclic state, which also indicates that the damage of the sample in the dry-wet cyclic state is greater than that in the anhydrous state.For the water-saturated sample, at the early stage of the cycle rolling, the water in the sample is discharged and the surface of the sample forms small pits, and the mass loss of the sample is fast. When the number of cycles increased, the pit gradually increased, coarse aggregate began to peel off, and part of the sample surface almost completely damaged, resulting in a significant decrease in the stability of the sample. This is because of water penetration into the sample, in the process of rolling, pore water pressure caused by the internal cause of coarse aggregate mixture of bond damage and loss, at the same time also shows that the full water damage to the specimen occurred in inside, although the early mass loss and dry-wet circulation sample is similar, but when after reaching certain rolling cycles, the damage of Marshall stability and mass loss rate is greater than that of dry-wet cycle samples.Based on the experimental study of anhydrous, dry and wet cycle, and saturated sample, it is concluded that the traffic flow (cyclic rolling times) and the state of immersion are the main factors affecting the water damage of asphalt concrete pavement. In the case of rainfall and artificial sprinkling, the greater the traffic flow of the road, the greater the dynamic load of the road surface, the formation of pore water pressure in the asphalt concrete, leading to the rapid shedding of asphalt, reducing the bonding between aggregate and asphalt. When the vehicle is driving at high speed on the road surface, the wheels and the road surface form a greater relative rolling, the faster the speed of the contact surface of the greater the pressure, then most of the fine aggregate is quickly taken away from the road surface, resulting in potholes, damage, and other water damage phenomenon on the road surface. When damage to the torrential rain or underground pipes, asphalt concrete pavement will be a lot of water, this is a large number of free water by surface porosity and fracture permeability to internal, made of asphalt concrete in saturated state, the vehicle dynamic loads, the internal pore water pressure, asphalt and aggregate of asphalt concrete spalling occurs, make its strength gradually decline, the bearing capacity decreases, the service life shortens, and a large range of road network cracks and pits appear.


## 3.4. Asphalt Concrete Pavement Water Damage Prevention and Maintenance Measures

Based on the study of asphalt concrete samples in different immersed states, the failure forms and influencing factors of asphalt concrete pavement are analyzed, and the prevention and maintenance measures to reduce the water damage of asphalt concrete pavement are put forward. The aggregate of asphalt concrete pavement mainly has three types: acid, neutral, and alkaline, and the application range is quite different. Acid aggregate has the characteristics of high strength and good wear resistance, but poor adhesion to asphalt and poor resistance to water damage. The advantages and disadvantages of alkaline aggregate and acidic aggregate are just the opposite. It can bond well with asphalt, but the strength is low, the ability to resist external forces is poor, and the overall collapse is easy to occur. At the same time, its wear resistance is poor. After repeated indoor and field samples, the aggregate of asphalt concrete pavement is mainly composed of weak acidic aggregate on the surface and alkaline aggregate on the middle and bottom layer.After the asphalt concrete pavement is officially opened to traffic, the road maintenance has important practical significance for its life and safety, and the road maintenance is the top priority in road management. According to the requirements of “Technical Specifications for Asphalt Concrete Road Maintenance,” through the analysis of road water damage causes, targeted road maintenance, so as to extend the service life of asphalt concrete pavement, reduce construction costs, improve the use efficiency and road safety leveling, reduce the risk of traffic accidents. In order to fully ensure and play the function of asphalt concrete pavement, this paper puts forward the following road maintenance measures:(1)
In order to ensure the smooth and comfortable, when the vehicle in order to protect the vehicle traffic safety, coping with water damage of the road to early detection, early treatment, especially for has produced deformation cracks of pavement should governance as soon as possible, prevent free water from the crack in asphalt concrete internal structure, to prevent separation of aggregate and asphalt and aggregate peeling off. Ruts, potholes, network cracks, and other forms of road damage are signs of road damage, which should be repaired and maintained in time to avoid further deterioration of road damage(2)
Nowadays, the phenomenon of overspeed and overload of vehicles is very serious, leading to serious collapse and damage of asphalt concrete pavement, especially for some sections with low design grade, the road damage is more serious. In order to effectively limit the overspeed and overload of vehicles, the traffic management department should increase the punishment, once the overspeed and overload of vehicles are found to be serious, in order to effectively ensure the normal use of the road, but also to ensure the safety of people’s lives(3)
In order to maintain the appearance of the city, now the emergence of the sprinkler caused certain damage to the road, mainly due to the nonstandard use of sprinkler. At present, the use of sprinkler has no specific, clear use specification requirements; on the amount of water, the number of sprinkler also has no clear provisions. This paper suggests that sprinkler time should be selected in the time period with less traffic flow to reduce the road surface under the condition of water by a lot of dynamic load; improved sprinkler mode, from the original directly to the road surface into the form of air spray, so as to improve the air quality and reduce the water load on the road surface, so as to reduce the asphalt concrete pavement water damage


## 4. Conclusions

Water is one of the main hazard factors of asphalt concrete pavement. The speed and degree of damage of asphalt concrete pavement surface are aggravated by the joint action of vehicles and sprinkling water. In this paper, the quality loss rate and Marshall stability of asphalt concrete samples under the action of rolling and pressing are studied by indoor model samples under three kinds of waterless state, dry-wet cycle, and saturated state, so as to obtain the water damage mechanism of asphalt concrete pavement and put forward the water damage prevention and maintenance measures of asphalt concrete pavement. The main research achievements of this paper are:(1)
With the increase of the number of rolling cycles, the mass loss rate of samples on the whole increased, and the mass loss rate of anhydrous samples was less than 1%; the mass loss rate of dry-wet cycle samples was 2.57% (50°C) and 3.71% (25°C). The mass loss rate of saturated sample was 5.02% (50°C) and 3.43% (25°C). Under the same number of rolling cycles, the mass loss rates of the three samples were in the order of saturated > dry-wet cycle > no water(2)
With the increase of the number of rolling cycles, the Marshall stability of dry-wet cycle and water-saturated sample decreased, while that of anhydrous sample increased; when the number of rolling cycles is 150, the Marshall stability of dry-wet cycle sample decreases to 93% of that of anhydrous sample, and that of saturated sample decreases to 80% of that of anhydrous sample. The Marshall stability of the three samples is anhydrous > wet and dry > saturated(3)
The failure mode of asphalt concrete under rolling action is different under different immersion states. In anhydrous state, it mainly shows rutting and porosity decrease, while Marshall stability increases. During the dry-wet cycle, it is mainly for the fine aggregate to be worn off and form the crack expansion and the crack network. When saturated with water, coarse aggregate spalling, part of the sample surface almost completely damaged, resulting in a significant decrease in the stability of the sample. Through the experimental study of anhydrous, dry and wet cycle, and saturated sample, it is concluded that the traffic flow (the number of cycles of rolling) and the state of immersion are the main factors affecting the water damage of asphalt concrete pavement



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*Source: 6061004-2022-07-02.xml*