20 July 2016, Volume 29 Issue 7
    

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  • CHEN Chang-fu, MI Wang, ZHAO Xiang-long
    China Journal of Highway and Transport. 2016, 29(7): 1-9.
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    To provide a design basis for the composite foundation reinforced by rigid pile with cap under high embankment,according to the load transfer characteristic of the composite foundation, the combination of pile with cap and a part of soil underlying it was idealized as a composite pile. At the same time, by supposing the displacement modes of soil between composite piles, and considering the layered property of soil between pile cap and soil arching effect of high embankment, a load transfer model accounting for high embankment-composite pile-soil intercoupling was set up in line with the principle of deformation compatibility. The formulas to compute pile-soil stress ratio and differential settlement between pile and soil of the foundation were derived respectively. Rationality of the proposed method was verified by actual engineering projects. The influences of factors such as length of pile, compression modules of soil between piles, dimension of pile cap, and piles spacing on pile-soil stress ratio were analyzed. The results show that length of pile, compression modulus of soil between piles, and dimension of pile cap have significant influence on pile-soil stress ratio, while piles spacing, internal friction angle of fill, cohesion of fill, and compression modulus of fill have relatively little influence on pile-soil stress ratio.
  • TAN Zhi-mingl, ZHAO Zhen-qi
    China Journal of Highway and Transport. 2016, 29(7): 10-14.
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    In order to find out the accurate temperature warping result of rectangle plates with four free edges on Winkler foundation and check whether the accuracy of Westergaard temperature warping stress satisfies the requirement of project, by using two-dimension trigonometric series method to superimposethe vertical displacements of composite plates, temperature warping analytical solution of rectangle plates with four free edges on Winkler foundation was derived when there was temperature gradient along the thickness of the plate. Warping stresses obtained by the two methods were introduced.Then the torque distribution on the plate caused by temperature gradient and the accuracy of Westergaard temperature warping solution were analyzed combining with examples.The results show that deviation of Westergaard temperature warping increases with the increase of Poisson's sratio,but the absolute value of the deviation is small;for cement concrete pavement with Poisson's sratio of 0.15,the accuracy of the Westergaard temperature warping solution can satisfy the engineering demand.
  • ZHAO Fang-ran, QIU Tuan-jie, ZHANG Hao
    China Journal of Highway and Transport. 2016, 29(7): 15-21.
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    In order to obtain the effect laws of pavement surface texture parameters on its anti-sliding performance so as to scientifically guide the anti-sliding design and construction of the pavement, the deformed friction component to tire caused by pavement macro-texture and the mechanical behavior of micro-cutting friction caused by the tip of pavement surface micro-texture to tire were discussed based on the analyses of the influence factors of the macro-texture, coarse-texture and micro-texture of the cement concrete pavement on the anti-sliding friction mechanism. The friction coefficient analysis model concerning pavement texture spacing, texture convex edge angle, texture depth, and texture groove width and other parameters was presented. Based on the elastic envelope theory, the influence laws of parameters including texture spacing, convex edge angle, texture depth, groove width on the deformed friction and micro-cutting friction were analyzed, and laboratory test was carried out for the specimens with different texture spacings, texture convex edge angles and texture depths. The results show that the anti-sliding performance is significantly increased as texture depth increases within the range of 2-6 mm; however, when the texture depth is deeper than 4 mm, the convex edge angle has little impact on anti-sliding performance when the texture spacing is less than 20 mm; but when the texture spacing is larger than 25 mm, the convex edge angle has significant influence on anti-sliding performance, and the friction increases with the increase of texture depth. Therefore texture depth needs to be increased for the loose texture pavement, while the increment of the texture depth has no effect when the texture spacing is close. The decrement of texture convex edge angle has significant influence on the anti-sliding performance. Nonetheless, when the texture convex edge angle is abraded to less than 45°, there is almost no effect of texture spacing on the anti-sliding performance. So for the pavement which is easy to be worn out, the friction can hardly be enhanced by decreasing the texture spacing, when the texture spacing is less than 20 mm.
  • DENG Ya-hong, WEI Bao-hua, WANG Han, LI Xi-an, SONG Yan-xun
    China Journal of Highway and Transport. 2016, 29(7): 22-29.
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    In order to reveal the laws of loading rate effects on loess deformation and strength characteristics, an experimental investigation of loading rate effect on undisturbed and remolded loess with different confining pressures and water contents was made by triaxial CU tests. Based on the tests results, the laws of the loading rate effects on the characteristics of stress-strain curve, shear strength and structural strength were analyzed. The results show that loading rate has significant effect on the stress-strain curve shape of undisturbed loess. High loading rate, low confinement and low water content can cause strain-softening. The loading rate has a critical value in its effect on the shear strength. When the loading rate is less than it, the shear strength increases with the increase of loading rate. Otherwise, the shear strength has somewhat decrease, showing a feature of first increase and then decrease. The loading rate effects on the shear strength parameters c and φ are different. Cohesion c first increases and then decreases with the increase of loading rate. While internal friction angle φ monotonically decreases with the increase of loading rate. The law of the loading rate effect on the structural strength of loess is basically identical with that on shear strength. There also exits a critical value of loading rate and the structural strength also presents a law of first increase and then decrease with the increase of loading rate.
  • LUO Sang, QIAN Zhen-dong, LU Qing, HARVEY J
    China Journal of Highway and Transport. 2016, 29(7): 30-37.
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    Based on the theory of continuum damage mechanics, taking the fatigue crack process of epoxy asphalt concrete as research subject, the gradient-enhanced non-local damage model for describing fatigue damage of the concrete was established and numerical formatted by finite element method. The four-point bending fatigue tests for beam specimens made up by epoxy asphalt concrete under different temperatures (10℃,20℃,30℃), applied-strains and moisture conditions were simulated by FEAP software. The results show that the laboratory test results are consistent with those of simulation model, which represents that the established gradient-enhanced non-local continuum damage model is reliable. Based on the fatigue test data, the fatigue damage parameters of epoxy asphalt concrete under different temperatures and moisture conditions are obtained by regression fitting, which provide basic material parameters for the fatigue property researches on epoxy asphalt concrete in pavement structure. The research findings provide a basis and reference for fatigue property research and performance design of materials like asphalt concrete.
  • XU Jin, LUO Xiao, ZHANG Kai, LU Gong-yuan, SHAO Yi-ming
    China Journal of Highway and Transport. 2016, 29(7): 38-51.
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    To obtain the topological relation between vehicle travelling track and the highway geometric alignment, real vehicle on-road tests were carried out on seven mountainous two-lane highways; vehicle operation parameters under natural driving state were collected and travelling tracks were extracted. Continuous change curves of lateral offset rate of track (LORT) were obtained. Then the morphological features of vehicle tracks as well as the influence rules subjecting to road geometrical parameters were analyzed. The results show that when a car enters a left curve, it firstly veers to the inside of the curve, then moves towards the outside, and then drives back to its original lane. The track on right curve has a similar changing trends. However the positions of curve cutting and the positions car occupying the opposite lane are different; for curves with small or medium deflection angle, position of curve cutting of actual track appears earlier than the one of ideal track, and actual track is more close to the outside of curve; the longer the time of handling curves, the more likely the driver occupies the opposite lane, and this can lead to a greater probability of the secondary curve cutting; the car experiences a cutting may be too close to the outside of the curve because of its inertia, and its track needs to be corrected, however overcorrection may lead to the phenomenon that the car invades the opposite lane again; the smaller the curve radius, the wider encroachment into the opposite lane, and a left curve with a medium deflection angle has the greatest LORT, while for right curves LORT increases with the increase of deflection angle. Serious encroachment on opposite lane appears in switch-back curve and the largest degree of encroachment occurs in the right turn.
  • ZHAO Ren-da, WANG Yong-bao
    China Journal of Highway and Transport. 2016, 29(7): 52-61.
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    In order to choose appropriate formulas to calculate the temperature field boundary conditions for concrete box-girder bridges under solar radiation, the existing formulas and values of direct solar radiation, diffusion radiation, ground reflection, convection coefficient, radiation coefficient, and comprehensive atmospheric temperature were compared and analyzed synthetically. Based on the temperature field experimental results of Qigan Nen River Bridge and the finite element program of temperature field analysis, the influences of different formulas of solar direct radiation intensity, diffusion radiation intensity and ground reflection radiation intensity on the roof, web and floor of box-girder were investigated. The reasonable range of radiation heat transfer coefficient which was suitable for engineering application was discussed. The heat convection coefficient which was affected by temperature difference between bridges and environment and wind speed was investigated. In addition, the influence laws of ambient atmospheric temperature values of different parts of box-girder on temperature field inside box-girder were researched. The results show that the solar direct radiation intensity has a great influence on the temperature distribution on the roof of box-girder, and the temperature distributions on the roof and web of box-girder are greatly influenced by the diffusion radiation intensity. The suitably selected formulas of direct radiation and diffusion radiation intensity can improve the calculation accuracy of temperature field on concrete box-girder. The effects of slant sky radiation in ground reflection and radiation heat transfer on the temperature distributions on the roof and floor of box-girder respectively are great, which cannot be ignored in design and calculation. The temperature field on concrete box-girder structure can be calculated accurately by comprehensively considering the convection coefficient which is calculated by temperature difference and wind speed. The value of radiation heat transfer coefficient is little affected by the external condition, so a value in a certain range can be taken. The ambient atmospheric temperatures in different parts of box-girder should be considered when calculating the corresponding comprehensive atmospheric temperatures.
  • YANG Lu-feng, OU Wei, ZHANG Wei
    China Journal of Highway and Transport. 2016, 29(7): 62-71.
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    In order to solve the problems in general load carrying capacity design and optimization for bridge structure, the strategies of two-level safety design and optimization were presented for bridge structure components and the overall structure based on the elastic modulus reduction method. Firstly, the values of two-level safety factors were investigated and analyzed for components and overall structure of bridges. The element bearing ratio was established by the homogeneous generalized yield function, and a dynamic criterion was presented to identify highly stressed and lowly stressed components. By adjusting the sectional strength of components with strategies, the design method of two-level load carrying capacity for bridge structures was established. Furthermore, optimization design method for bridge structure under the principle of well distributed was proposed by taking the two-level bearing safety requirement constraint. The results show that the proposed method can avoid misidentifying the second kind of highly stressed components as lowly stressed ones, and gain the design plan both satisfies the requirements of bearing safety and economy for bridge structures.
  • FAN Wei, LIU Bin
    China Journal of Highway and Transport. 2016, 29(7): 72-80.
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    To accurately estimate the collision-induced demand of bridge structures, the equivalent lateral barge impact load was investigated from the view of the load pattern for the elevated pile-cap bridge that has been extensively used in Chinese navigable waters. By considering the dynamic characteristics of the elevated pile-cap foundation, it was simplified into two degree-of-freedom (2-DOF) system in the development of the equivalent lateral barge impact load pattern. Based on the vibration modes of the 2-DOF model, the barge shock spectrum and the modal combination rule, an innovative method was derived to determine equivalent loads on the bridge subjected to barge collisions. The developed method was applied to the practical example and compared with the code-prescribed static method. The results show that there are significant differences between the mode-based equivalent load pattern and the concentrated force of single point commonly recommended by the design specification; the accuracy of the code-prescribed method is very low and its error is still large if the magnitude of the barge-impact load is simply increased but the load pattern is not adjusted, indicating that the load pattern plays a crucial role in determining the demand and capacity of bridge structures under barge impacts; the structural response results obtained from the proposed method are in good agreement with the dynamic results, and its accuracy is not sensitive to the mass ratio and the pier to pile-group stiffness ratio.
  • PANG Lei, QU Wen-jun, LI Ang
    China Journal of Highway and Transport. 2016, 29(7): 81-88.
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    To provide a reference for the design and application of concrete beams reinforced with hybrid (FRP and steel) bars, comparative analyses among different existing calculation formulas for flexural strength were performed. The comparison between the theoretical results and experimental results verified the accuracies and validities of these formulas. The influences of allowable ultimate tensile strain of longitudinal reinforcement on the theoretical calculation results were discussed based on theoretical analysis by changing parameters including concrete strength, strength of steel bar, FRP type, ultimate compressive strain of concrete and effective reinforcement ratio. The results show that existing formulas in calculating flexural strength of concrete beams reinforced with hybrid bars are based on the plane section assumption and the strength can be obtained according to strain compatibility and force equilibrium inside the cross sections. The theoretical formulas can well predict the flexural strengths with small errors. However, the theoretical values are safer when the allowable ultimate tensile strain of longitudinal reinforcement is confined. Therefore, the theoretical formula in which the allowable ultimate tensile strain of longitudinal reinforcement is confined is recommended in the design.
  • LIU Yi-ming, ZHANG Qing-hua, CUI Chuang, BU Yi-zhi
    China Journal of Highway and Transport. 2016, 29(7): 89-95.
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    According to the typical fatigue cracking of orthotropic steel bridge deck, based on the theory of linear elastic fracture mechanics, a 3D crack propagation numerical simulation method for the predominant details vulnerable to fatigue in orthotropic steel bridge deck was established. Taking the typical orthotropic steel bridge deck as the research object, the numerical simulation was carried out on the 3D fatigue crack propagation of U-rib to transverse joints under constant amplitude loads. The validity and feasibility of the method were proved by model test. Based on this, the 3D crack propagation behavior and fatigue life prediction of these vulnerable details were investigated. The results show that by the established method, a relatively accurate crack propagation path of the research object can be predicted, providing a scientific basis for the fatigue life estimation; fracture model Ⅰ has a dominant effect on mixed mode crack propagation; the cracks in the surface and along the thickness direction present different propagation behaviors with the propagation of fatigue cracks.
  • ZHOU Yu-long, HAN Qiang, CHEN Jing-yi
    China Journal of Highway and Transport. 2016, 29(7): 96-102,158.
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    In order to provide a reference for the overall seismic design of bridge considering the nonlinear behavior of abutment, aimed at interactions among soil-abutment-bridge structures, the nonlinear longitudinal force-displacement behavior of abutment was given based on hyperbolic stress-strain relationship of soil. According to full-scale abutment test data of abutment, a simplified and applicative formula was proposed to calculate the nonlinear force-displacement hyperbolic curve of abutment. By applying this simplified formula to finite element model, the influence of interactions among superstructure-abutment-fill on the seismic response of bridge structure was analyzed. The results show that both the proposed prediction model and the simplified formula can accurately evaluate longitudinal non-linear force-displacement capacity of abutment and can be conveniently applied into seismic design of bridges; the non-linear hysteretic behaviors of abutments have significant effect on the seismic response of bridge structure, which should be reasonably considered in the seismic design of bridges.
  • HAN Zhi-jiang, GUO Wen-long, LIU Zhi-hua, ZHANG Gang, GUO Xue-bing
    China Journal of Highway and Transport. 2016, 29(7): 103-109.
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    To comprehend the effect extent of pre-tension on flexural stiffness of prestressed concrete beam, according to the characteristic of the significant difference of fiber tensile strength in tensile region before and after prestressed concrete structure cracking, considering the tension repeatability of unbounded prestressed concrete beam and test data comparability, 2 unbounded test beams were designed and made. Under the condition of constant strand location and area, the effects of different pre-tensions on the changes of control section stress and displacement before and after the cracking of unbounded prestressed concrete component were tested detailedly. The results show that the change of pre-tension has insignificant effect on flexural stiffness of the structure which is not damaged, but it has significant impact on flexural stiffness of the structure with cracks. These results provide a reference for safety assessment and reinforcement design of old bridges, improvement of relevant specification, as well as the promotion and implementation of the prestressed concrete dry-joint segmental beam in the future.
  • ZHANG Jun, CHEN Si-ru, ZHANG Zi-chen, LI Wei-guang, DONG Zhong-hong, LIN Han
    China Journal of Highway and Transport. 2016, 29(7): 110-116.
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    In order to solve the problem of ground penetrating radar's (GPR) inability to accurately detect the disease under reinforced layer when detecting the hidden diseases of bridge deck caused by interference and shielding of reinforced layer, the mechanism of signal shielding was investigated and the corresponding solving method was put forward. Based on the principle of GPR wave propagation, the cause of signal interference by reinforced layer was researched. On this basis, scattering properties of rebar under VV and HH polarized antennas were compared, and the influences of spacing and diameter of rebars on scattering properties of antennas were analyzed. The graph spectral features of diseases under reinforced layer were analyzed, and the F-K migration method was employed to restore target position. The results show that the spacing and diameter of the rebars are the main factors which influence radar's scattering properties. The larger diameter and the smaller spacing of rebars, the larger the scattering width of GPR signal, which is more disadvantageous to detect information under rebar layer. The measurement result is affected by polarization of radar antenna, and the backscattering properties of HH polarization is stronger than those of VV polarization, therefore HH polarization antennas is suitable for detecting rebar position, while VV polarization antennas can effectively weakening the scattering strength of rebar and can detect the void disease under reinforced layer with 50 mm spacing of the rebars. F-K method can effectively restore the positions of voids and rebars, which provides an effective method to recognize the hidden disease under reinforced layer of bridge deck and other buildings.
  • WANG Zhi-feng, WANG Ya-qiong, XIE Yong-li
    China Journal of Highway and Transport. 2016, 29(7): 117-123.
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    In order to solve the displacement problem of ground upheaval caused by installing horizontal jet grout columns, by simplification and analysis of the construction process, based on the solution derived by Verruijt for a circular cavity with uniform radial stress in a plane of semi-infinite soil, a new method was established to analyze the ground upheaval caused by installation of the horizontal columns. Based on the principle of dimensional analysis, taking the horizontal jet grout column with unit length of installation as the research subject, a simplified calculation method was developed to determine the radius of the plastic zone of surrounding soil caused by installation of the grout with consideration of the energy injected into the soil strata from the high pressure pump and the elastic modulus of soil; the proposed method was used to investigate the effect laws of typical construction parameters (jetting pressure, flow rate of the grout, and withdrawal rate of the rod) in the construction of horizontal jet grout on upheaval and displacement of ground surface and was applied to an actual engineering project, and the results of calculated and measured data were compared and analyzed. The results show that the larger the jetting pressure, the larger the flow rate of grouting, the smaller the withdrawal rate of the rod, and the larger is the ground upheaval. The maximum ground displacements occur above the center of the jet grout column; for the typical range of construction parameters, when the jetting pressure is increased by 10 MPa, the maximum value of ground upheaval will be increased by 25.4% on average; when the flow rate of grout is increased by 50 L·min-1, the maximum value of ground upheaval will be increased by 33.9% on average; when the withdrawal rate of the rod is increased by 5 cm·min-1, the maximum value of ground upheaval will be decreased by 20.7% on average. The normalized relationship between the ground upheaval and its distance to the center of the jet grout column indicates that taking the value of one percent of column diameter as the controlling criterion of installation influencing range, the influencing range of the installation of horizontal jet grout column is about 12 times the column diameter; the application of the method in actual engineering project show the proposed method is rational.
  • JIANG Xian-cai, ZENG Yong-song
    China Journal of Highway and Transport. 2016, 29(7): 124-133.
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    In order to improve the poor deterrent effect of unitary punishment mechanism on road traffic violation in China, traffic step punishment mechanism which belonged to a Pareto improvement of efficiency and cost recovery was proposed. By introducing the concept of fine elasticity, the drivers' responses to the amount of illegal times and total fines when they faced the step punishment mechanism were analyzed, then the step punishment intensity model was established by the theory of supply and demand and marginal effect in economics, and the pattern search method was used to solve the model. Taking the illegal parking in Mudanjiang city as an example, parameters including fine flexibility, probability density function of illegal parking and illegal times in steps in the model were conducted. Then the fines in steps of illegal parking were ascertained, and the expected effects were assessed after step punishment mechanism was implemented. The results show that the total illegal parking times of the third step illegal drivers and the fourth step illegal drivers are reduced by 9.58% and 21.52% respectively after the implementation of step punishment mechanism, indicating that the mechanism has very strong inhibition effect on the drivers with high frequent illegal behaviors. By adjusting the ranges of steps' coverage rates and increasing the fine difference of each step, the total traffic violation times decrease more obviously.
  • MA Dong-chao, WU Tao, WANG Xiao-liang, XU Ke, MA Li
    China Journal of Highway and Transport. 2016, 29(7): 134-142.
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    For providing a method of traffic flow modeling and its solution under multi principles, a research on traffic assignment problems under two non-extreme conditions (not user optimum and system optimum) was carried out. The key point was to solve the problem of ignoring individual traveler's poor compliance due to compulsory extra cost in the pursuit of overall system optimization. The introduction of 2 factors including distance and time redefined the vehicle integrated cost. From the perspective of enhancing guidance information effect, newly increased cost of individual resulting from obeying the guidance was introduced into the constraint condition of the dynamic assignment model. And a free heuristic non-backtracking algorithm was put forward to reduce the computational complexity, and the approximate ratio was analyzed. The results show that the model can still help travelers avoid congestion in low circumambulate cost and enhance user's compliance to traffic guidance information under the premise of system optimization as the main object. The model in this paper has a significantly better performance than DUO and the shortest path model in 5 indexes. The computational complexity of approximation algorithm is nearly linear but it reaches more than 90% effect of the DSO system.
  • HUI Ji-zhuang, YANG Yong-kui, ZHENG Heng-yu, ZHANG Ze-yu, HAN Wen-peng
    China Journal of Highway and Transport. 2016, 29(7): 143-151.
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    In order to recover the rotational kinetic energy which loses as heat energy in hydraulic excavator's slewing braking process, save energy and reduce the oil temperature of the hydraulic system so as to improve the reliability and service lifetime of equipment, based on the working principle of the rotary device and braking energy loss, the energy recovery system was established based on the accumulator in AMESim through the selection of accumulator; logic signals control system was added in the recovery system, and energy control processes of recovery and release were optimized through the feedback signals of angular velocity and angular acceleration and logic operations. At the same time, in order to reduce hydraulic shock and swing of turntable during braking, a controlling method of pure hydraulic anti-reverse was proposed. The results show that the energy efficiency ratio of the optimized system is 15.12%, and the reversing angle of the rotation device is about 6.28×10-4 rad. The system can achieve energy recovery and release and save the energy efficiently. The swing of rotary platform can be effectively reduced through anti-reverse control.
  • LIU Hong-hai, JIA Jie, MA Chao-xian, ZHANG Yong
    China Journal of Highway and Transport. 2016, 29(7): 152-158.
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    In order to improve the compaction efficiency of asphalt paver and obtain high compacting effect, a forced vibration damped system composed of paving material and vibration screed equipped in asphalt paver was analyzed. The relationships among resonance region, the frequency ratio and damping ratio were obtained by investigating the interaction mechanism and dynamics between screed and paving material. Based on the resonance theory, a simulation model of "mechanical-material" system reflecting the relationships among paving material compactness, vibration parameters, system parameters were established to obtain variation curve of paving compactness-screed frequency. According to the analyses of the models for different paving materials, the best vibration frequency and effective frequency range were determined, and the simulation calculations and full-scale experiments about two typical mixtures including SMA-13 and AC-20 were used to verify the frequency characteristics of the paving compactness. The results show that for gap-graded mixture SMA-13, passing rate of 4.75 mm sieve is 24.3%, asphalt content (mass fraction, same in the following content) is 6.37%, and the best vibration frequency is about 30 Hz. For continuous gradation mixture AC-20, passing rate of 4.75 mm sieve is 40.3%, asphalt content is 4.31%, and the best vibration frequency is about 35 Hz. With the increase of asphalt content and proportion of coarse aggregate in mixtures, the best vibration frequencies reduce. The simulation calculation results and experiment results have the basically same change rule. When the excitation frequency is greater than 75% of the best vibration frequency, screed shows efficient compacting effect for the mixtures. The research results can provide the basis for efficient compaction for asphalt mixtures.