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Tuo Huang
Associate Professor, School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha 410114, China. ORCID:

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Journal article
Published: 06 July 2021 in Materials
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Composite modification technology is widely used in the materials field. To enhance the property of polyurethane modified asphalt and realize its application in road engineering, the bone glue/polyurethane composite modified asphalt (CMA) was prepared using bone glue, polyurethane, and neat asphalt in this research. The bone glue content ranges 5–10%, that of the polyurethane is 1–5%. The relationship between the modifier’s content and the conventional properties and rheological properties of CMA was revealed by response surface methodology (RSM). The CMA performance was further verified under the optimal content of the bone glue and polyurethane. The differences of properties of styrene–butadienestyrene (SBS) modified asphalt mixture, neat asphalt mixture, and bone glue/polyurethane CMA mixture were compared and analyzed by using the pavement performance test. The results showed that the CMA’s conventional properties and rheological properties are improved. The optimal bone glue content and polyurethane content determined by RSM are 6.848% and 2.759%, respectively. The low-temperature crack resistance and water stability of the CMA mixture are enhanced, better than neat asphalt mixture and SBS modified asphalt mixture. The CMA mixture’s dynamic stability is 85% of SBS modified asphalt mixture, but it is 2.4 times of neat asphalt mixture. The result indicated that the bone glue/polyurethane CMA mixture still has certain advantages of high-temperature stability. In this research, the composite modification of bone glue and polyurethane can significantly enhance the characteristic of asphalt and asphalt mixture and provide a new method for applying and promoting polyurethane modified asphalt in road engineering.

ACS Style

Wei Yan; Yangjia Ou; Jing Xie; Tuo Huang; Xinghai Peng. Study on Properties of Bone Glue/Polyurethane Composite Modified Asphalt and Its Mixture. Materials 2021, 14, 3769 .

AMA Style

Wei Yan, Yangjia Ou, Jing Xie, Tuo Huang, Xinghai Peng. Study on Properties of Bone Glue/Polyurethane Composite Modified Asphalt and Its Mixture. Materials. 2021; 14 (14):3769.

Chicago/Turabian Style

Wei Yan; Yangjia Ou; Jing Xie; Tuo Huang; Xinghai Peng. 2021. "Study on Properties of Bone Glue/Polyurethane Composite Modified Asphalt and Its Mixture." Materials 14, no. 14: 3769.

Journal article
Published: 01 April 2021 in Journal of Materials in Civil Engineering
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An ultrathin wearing course (UTWC) is a preventive maintenance treatment method for a road surface which can improve the safety and comfort of driving by providing superior skid resistance. However, the skid resistance is a concern after multiple years of loading cycles. The role of coarse aggregate in preventing the skid resistance deterioration of an UTWC is not fully understood. This study determined the effect of coarse aggregate types and nominal maximum aggregate size (NMAS) on the skid resistance deterioration of an UTWC. Different types of stone mastic asphalt (SMA), which are used in three kinds of coarse aggregates (diabase, limestone, and basalt) and three kinds of NMAS coarse aggregate (SMA-5, SMA-8, and SMA-10), were prepared for the test. A Model Mobile Load Simulator 3 (MMLS3) was used to simulate repeated vehicle loading and abrasion. After specific loading cycles, the skid resistance of an UTWC was measured by the British pendulum number (BPN) test and the sand patch test. The BPN and mean texture depth (MTD) were chosen to evaluate the skid resistance of the UTWC. The results showed that the BPN value of an UTWC is sensitive to the type of coarse aggregate. The skid resistance of SMA-8 with diabase and basalt is better than the performance of SMA-8 with limestone. The results of grey relational analysis (GRA) showed that the loss polishing stone value (LPSV) index should be used to evaluate the coarse aggregate of the UTWC. The MTD value of an UTWC is sensitive to the NMAS. The skid resistance of SMA-8 and SMA-10 is better than that of SMA-5. The skid resistance deterioration (BPN and MTD) of UTWC was fitted by an exponential model. The measured data of the Guangxi Nanyou expressway for 5 years showed that the exponential fitting equation can describe the attenuation process of the skid resistance of an UTWC in actual engineering. The findings will play an essential role in selecting coarse aggregates in an UTWC.

ACS Style

Hongfu Liu; Zi-Ang Wang; Chenxi Yang; Siyu Chen; Huanan Yu; Tuo Huang; Xuelian Li; Zhanping You. Effect of Coarse Aggregate Characteristics on Skid Resistance Deterioration of the Ultrathin Wearing Course. Journal of Materials in Civil Engineering 2021, 33, 04021051 .

AMA Style

Hongfu Liu, Zi-Ang Wang, Chenxi Yang, Siyu Chen, Huanan Yu, Tuo Huang, Xuelian Li, Zhanping You. Effect of Coarse Aggregate Characteristics on Skid Resistance Deterioration of the Ultrathin Wearing Course. Journal of Materials in Civil Engineering. 2021; 33 (4):04021051.

Chicago/Turabian Style

Hongfu Liu; Zi-Ang Wang; Chenxi Yang; Siyu Chen; Huanan Yu; Tuo Huang; Xuelian Li; Zhanping You. 2021. "Effect of Coarse Aggregate Characteristics on Skid Resistance Deterioration of the Ultrathin Wearing Course." Journal of Materials in Civil Engineering 33, no. 4: 04021051.

Journal article
Published: 15 March 2021 in Construction and Building Materials
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In order to reveal the effect of complex stress state on the characteristics of strength and stiffness of asphalt mixture, the self-developed double confining pressure triaxial test method was used in this study. The one-time failure and resilient modulus tests in complex stress state were carried out on the SMA-13 and AC-13 asphalt mixtures widely used in China's asphalt pavement, especially in the combined tensile-compressive stress state. The failure principal stress of material and its stress-strain data under the step loading condition were obtained. The calculation model of resilient modulus in complex stress state and the failure criterion I1-J2 in the principal stress space were established. On this basis, based on the generalized Hooke's law, a three-dimensional strain failure criterion model for asphalt mixture considering the effect of stiffness was also established by the conversion method. The research results can provide experimental and theoretical support for the reasonable selection and resistance calculation of material parameters of asphalt mixture in complex stress state.

ACS Style

Tuo Huang; Jie Chen; Mi Li; Yao Tang; Songtao Lv; Huanan Yu; Hongfu Liu; Wei Yan. Investigation on three-dimensional failure criterion of asphalt mixture considering the effect of stiffness. Construction and Building Materials 2021, 285, 122431 .

AMA Style

Tuo Huang, Jie Chen, Mi Li, Yao Tang, Songtao Lv, Huanan Yu, Hongfu Liu, Wei Yan. Investigation on three-dimensional failure criterion of asphalt mixture considering the effect of stiffness. Construction and Building Materials. 2021; 285 ():122431.

Chicago/Turabian Style

Tuo Huang; Jie Chen; Mi Li; Yao Tang; Songtao Lv; Huanan Yu; Hongfu Liu; Wei Yan. 2021. "Investigation on three-dimensional failure criterion of asphalt mixture considering the effect of stiffness." Construction and Building Materials 285, no. : 122431.

Journal article
Published: 01 November 2020 in Journal of Materials in Civil Engineering
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The goal of this paper is to reveal the influence of temperatures on the triaxial strength of asphalt mixtures. The triaxial compression and triaxial tensile tests, as well as plane tensile and compression/axial tensile tests, which were developed by the self-developed triaxial test equipment to carry out the complex stress state under different temperatures (5°C, 10°C, 15°C, 20°C, and 25°C), were performed on the asphalt mixture. The ultimate failure strength of the material shows that the temperature and stress state significantly affect the triaxial strength characteristics of the asphalt mixture, and the three-dimensional strength decreases by the increase in temperature. Under the triaxial compression and triaxial tensile stress state, the resistance of the octahedral shear stress increases with the hydrostatic stress. A three-dimensional strength calculation model is established based on the influence of temperature and characterization by the tensile meridian, compression meridian, and failure strength envelope. It reveals the change of failure strength envelope with increasing temperatures and decreasing hydrostatic stress under complex stress state. It provides experimental and theoretical references to the design of asphalt pavement structure of different temperature conditions according to the three-dimensional stress state.

ACS Style

Tuo Huang; Mi Li; Yi Yang; Jing Xie; Hongfu Liu; Hui Yao; Qing Xu; Shuai Qi. Unified Strength Models of an Asphalt Mixture under Different Temperatures and Three-Dimensional Stresses. Journal of Materials in Civil Engineering 2020, 32, 04020335 .

AMA Style

Tuo Huang, Mi Li, Yi Yang, Jing Xie, Hongfu Liu, Hui Yao, Qing Xu, Shuai Qi. Unified Strength Models of an Asphalt Mixture under Different Temperatures and Three-Dimensional Stresses. Journal of Materials in Civil Engineering. 2020; 32 (11):04020335.

Chicago/Turabian Style

Tuo Huang; Mi Li; Yi Yang; Jing Xie; Hongfu Liu; Hui Yao; Qing Xu; Shuai Qi. 2020. "Unified Strength Models of an Asphalt Mixture under Different Temperatures and Three-Dimensional Stresses." Journal of Materials in Civil Engineering 32, no. 11: 04020335.

Journal article
Published: 03 June 2020 in Materials
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Strength is an important parameter for the design of asphalt pavement materials and structures. To study the influence of various factors on the three-dimensional strength of asphalt mixtures, three aggregate gradations (dense-graded bituminous mixture AC-13, stone mastic asphalt SMA-13 and bituminous stabilization aggregate paving mixture OGFC-13) and two binders (SBS modified bitumen and 70# base bitumen) were used to prepare the asphalt mixture specimens. Among them, SBS+SMA-13 asphalt mixture has the best performance. On this basis, the uniaxial compressive test, uniaxial tensile test and confining triaxial test were conducted on the SBS+SMA-13 asphalt mixture under six oil-stone ratios conditions (5.5%, 5.7%, 5.9%, 6.1%, 6.3%, and 6.5%), six temperatures conditions (5 °C, 10 °C, 15 °C, 20 °C, 25 °C, and 30 °C), and five loading rates conditions (1 mm/min, 2 mm/min, 3 mm/min, 4 mm/min, and 5 mm/min). In addition, a unified three-dimensional strength calculation model considering the influence of temperature, loading rate, and oil-stone ratio was proposed, and the change law of the three-dimensional strength with these above factors was revealed. Furthermore, two sets of three-factor three-level orthogonal tests were carried out on the SMA-13 asphalt mixture. The sensitivity analysis and strength regulation research between three-dimensional strength and each factor were carried out. The results show that the type of asphalt has the greatest influence on the strength of the mixture, the temperature has the second most influence, the loading rate has less influence, and the oil-stone ratio has the least influence. The strength regulations proposed to improve the strength of the asphalt mixture include the use of modified asphalt, high-temperature stability high-quality asphalt, and the lower oil-stone ratio than the Marshall optimal oil-stone ratio. The strength control measures proposed from the perspective of the three-dimensional stress state, the joint failure of each stress components and real stress states are taken into consideration.

ACS Style

Tuo Huang; Mi Li; Mou-Ying Huang; Hao-Hao Jiang; Yao Tang; Hong-Fu Liu. Analysis on Three-Dimensional Strength Influencing Factors and Control Measures of Asphalt Mixtures. Materials 2020, 13, 2541 .

AMA Style

Tuo Huang, Mi Li, Mou-Ying Huang, Hao-Hao Jiang, Yao Tang, Hong-Fu Liu. Analysis on Three-Dimensional Strength Influencing Factors and Control Measures of Asphalt Mixtures. Materials. 2020; 13 (11):2541.

Chicago/Turabian Style

Tuo Huang; Mi Li; Mou-Ying Huang; Hao-Hao Jiang; Yao Tang; Hong-Fu Liu. 2020. "Analysis on Three-Dimensional Strength Influencing Factors and Control Measures of Asphalt Mixtures." Materials 13, no. 11: 2541.

Journal article
Published: 10 April 2020 in Construction and Building Materials
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To describe the interaction of fatigue-creep damage of an asphalt mixture under the action of semi-sine cyclic loading reasonably, a direct tension fatigue test was carried out under four different stress levels (0.5, 1, 1.5, and 2 MPa) based on the fact that semi-sine fatigue stress can be decomposed into creeping stress and simple fatigue stress. In addition, tension-compression fatigue and static creep tests were carried out under four stress levels: 0.25, 0.5, 0.75, 1 MPa. For each test, five parallel tests were carried out at the same stress level. The Chaboche fatigue damage model and Kachanov creep damage model were employed to evaluate the damage evolution of the mixture both in the fatigue and creep tests. According to the test results, the damage evolution trends were revealed under different test processes and stress levels, and the damage evolution models of three different test methods were obtained. Then, based on the principle of semi-sine fatigue stress decomposition, a fatigue-creep damage interaction model considering the interaction of fatigue and creep damage was established using normalized parameters (X = N/Nf = t/tR) as the intermediate variable. The results indicated that the damage of asphalt mixture under the action of the semi-sine cyclic load was not a simple linear accumulation of fatigue damage and creep damage, but an overall result of the interaction of fatigue damage, creep damage, and fatigue-creep damage. The fatigue-creep damage interaction model provided a good fit with the experimental data and showed a high degree of consistency with the classical damage model. The model could be used to describe the damage evolution trend of asphalt mixture under the action of semi-sine cycle load and the interaction effect of fatigue damage and creep damage.

ACS Style

Hongfu Liu; Xinyu Yang; Lijun Jiang; Songtao Lv; Tuo Huang; Yi Yang. Fatigue-creep damage interaction model of asphalt mixture under the semi-sine cycle loading. Construction and Building Materials 2020, 251, 119070 .

AMA Style

Hongfu Liu, Xinyu Yang, Lijun Jiang, Songtao Lv, Tuo Huang, Yi Yang. Fatigue-creep damage interaction model of asphalt mixture under the semi-sine cycle loading. Construction and Building Materials. 2020; 251 ():119070.

Chicago/Turabian Style

Hongfu Liu; Xinyu Yang; Lijun Jiang; Songtao Lv; Tuo Huang; Yi Yang. 2020. "Fatigue-creep damage interaction model of asphalt mixture under the semi-sine cycle loading." Construction and Building Materials 251, no. : 119070.

Articles
Published: 27 February 2020 in Road Materials and Pavement Design
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This study assessed the water stability of asphalt mixtures incorporating granite aggregates. A silane coupling agent was adopted to modify the surface of the granite aggregates, and scanning electron microscopy, contact angle measurements, Fourier transform infrared spectroscopy, and X-ray fluorescence were used to analyze the micro- and meso-characteristics of the aggregates. Effects of the silane treatment on the water stability of the mixtures were further evaluated by immersion and vacuum saturation Marshall tests and freeze–thaw splitting tests. The results indicated that the silane coupling agent had grafted onto the aggregate surface via chemical interactions, resulting in obviously raised contact angles and greatly reduced hydrophilicity. Additionally, the deposited organic film also reacted with the asphalt and formed a tighter bonding interface between the asphalt and aggregates, resulting in an asphalt mixture with a higher residual stability and splitting tension strength ratio when under environmental stress.

ACS Style

Ming Yang; Tuo Huang; Songtao Lv; Jianlong Zheng. Effect and mechanism of acidic aggregate surface silane modification on water stability of asphalt mixture. Road Materials and Pavement Design 2020, 22, 1654 -1666.

AMA Style

Ming Yang, Tuo Huang, Songtao Lv, Jianlong Zheng. Effect and mechanism of acidic aggregate surface silane modification on water stability of asphalt mixture. Road Materials and Pavement Design. 2020; 22 (7):1654-1666.

Chicago/Turabian Style

Ming Yang; Tuo Huang; Songtao Lv; Jianlong Zheng. 2020. "Effect and mechanism of acidic aggregate surface silane modification on water stability of asphalt mixture." Road Materials and Pavement Design 22, no. 7: 1654-1666.

Journal article
Published: 11 July 2019 in Materials
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In order to describe the fatigue damage state of asphalt mixture more reasonably, direct tensile tests of the fatigue and the residual strength under stress levels of 1.00 MPa, 0.50 MPa and 0.25 MPa with five parallel tests were carried out. The trabecular specimens of AC-13C asphalt mixture (25 cm × 5 cm × 5 cm) were manufactured with Styrene-Butadiene-Styrene (SBS) modified asphalt, aggregate basalt and limestone mineral filler. The optimum asphalt-aggregate ratio was 5.2%. The dynamic modulus decay and the residual strength decay were termed as the damage variables to evaluate the fatigue damage process of asphalt mixtures, respectively. Based on the test results, the decay patterns of the dynamic modulus and the residual strength during fatigue tests under different stress states were revealed, and the model and the parameters of fatigue damage according to the corresponding decay patterns were obtained. Then, based on the assumption that the residual strength and dynamic modulus depend on the same damage state, the relationship between the two damage definitions was given, and the residual strength-dynamic modulus coupled model was established. The results showed that the residual strength-dynamic modulus coupled model could better describe the fatigue damage evolution law of asphalt mixture, and the parameter of this coupled model could be obtained by less residual strength tests. A modified formula for calculating the damage variables associated with residual strength and dynamic modulus was proposed based on the relationship between two kinds of damage variables.

ACS Style

Hongfu Liu; Xinyu Yang; Chengdong Xia; Jianlong Zheng; Tuo Huang; Songtao Lv. Nonlinear Fatigue Damage Model of Asphalt Mixture Based on Dynamic Modulus and Residual Strength Decay. Materials 2019, 12, 2236 .

AMA Style

Hongfu Liu, Xinyu Yang, Chengdong Xia, Jianlong Zheng, Tuo Huang, Songtao Lv. Nonlinear Fatigue Damage Model of Asphalt Mixture Based on Dynamic Modulus and Residual Strength Decay. Materials. 2019; 12 (14):2236.

Chicago/Turabian Style

Hongfu Liu; Xinyu Yang; Chengdong Xia; Jianlong Zheng; Tuo Huang; Songtao Lv. 2019. "Nonlinear Fatigue Damage Model of Asphalt Mixture Based on Dynamic Modulus and Residual Strength Decay." Materials 12, no. 14: 2236.

Journal article
Published: 10 April 2019 in Applied Sciences
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In order to study the influences of confining pressure and temperature on the shear properties of asphalt mixtures, triaxial tests were conducted at 40 °C, 50 °C, and 60 °C, with the confining pressure ranges from 0 to 1 MPa for the widely used continuous-graded AC (Asphalt Concrete)-13, open-graded OGFC (Open-Graded Friction Course)-13, and gap-graded SMA (Stone Mastic Asphalt)-13 asphalt mixtures in China. A nonlinear regression/prediction model of triaxial strength for asphalt mixtures was proposed. The results show that confining pressure and temperature had a significant effect on the shear resistance of asphalt mixtures. With increasing temperature, the shear strength of the asphalt mixture gradually decreased due to the decreasing of cohesion strength; the shear strength of the asphalt mixture increased with the increase of confining pressure. Meanwhile, the cohesion strength increased and the friction angle decreased gradually with the increase of confining pressure. When the confining pressure was close to 0.6 MPa, the Mohr–Coulomb failure envelope bended down, so the linear Mohr–Coulomb criterion is not suitable to describe the failure behavior of asphalt mixtures. Therefore, a power function failure envelope was put forward to characterize the nonlinear shear properties of asphalt mixtures. The nonlinear evolutional laws of shear parameters, which includes cohesion strength and friction angle, were also proposed for asphalt pavement material and structure design. Among these asphalt mixtures, the gap-graded SMA-13 asphalt mixture exhibited better performance on the resistance to shear failure, and it was recommended as the upper layer material to improve the shear performance of asphalt pavement.

ACS Style

Tuo Huang; Shuai Qi; Hongfu Liu; Huanan Yu; Sheng Li. Shear Properties of Asphalt Mixtures under Triaxial Compression. Applied Sciences 2019, 9, 1489 .

AMA Style

Tuo Huang, Shuai Qi, Hongfu Liu, Huanan Yu, Sheng Li. Shear Properties of Asphalt Mixtures under Triaxial Compression. Applied Sciences. 2019; 9 (7):1489.

Chicago/Turabian Style

Tuo Huang; Shuai Qi; Hongfu Liu; Huanan Yu; Sheng Li. 2019. "Shear Properties of Asphalt Mixtures under Triaxial Compression." Applied Sciences 9, no. 7: 1489.

Journal article
Published: 01 September 2018 in Applied Sciences
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In this study, to decrease the evaluation uncertainty of the fatigue characteristics of cement-treated aggregate base materials under different test conditions, unconfined compressive, indirect tensile, flexural tensile strength tests and fatigue tests of these base materials with different cement content and at different curing times were carried out. The Weibull distribution was employed to analyze fatigue test results. The standardization model of fatigue characteristics for cement-treated aggregate base materials under different stress states was established. Based on the interval analysis theory, the fatigue characteristic model under different stress states was established using interval parameters. Results revealed that the curing time and cement content considerably affect the strength and fatigue characteristics of cement-treated aggregate base materials, and with increasing cement content and curing time, the fatigue resistance of cement-treated aggregate base materials can be improved. Clear differences between the fitting parameters a and b of the S-N fatigue equation of cement-treated aggregate base materials under different stress states were observed, which can be eliminated by using the analysis method based on the Weibull distribution and the standardization model, and a unified expression for the cement-treated aggregate base materials under different test conditions was realized. A Standardization model of fatigue characteristics based on the interval analysis new method could solve several problems such as inadequate sampling representation, low precision, and insufficient stability of test equipment; thus, the errors caused by materials, structures, the environment, and loads can be reduced, making the fatigue life interval more reasonable and scientific compared to the point numerical fatigue life. Regression parameters a and be were in intervals [9.0, 10.6] and [9.9, 11.3], respectively, and parameters a and b were similar, which improve the test accuracy and reduce the data error.

ACS Style

Jiawei Xie; Limin Tang; Songtao Lv; Naitian Zhang; Tuo Huang; Hongfu Liu. Standardization of Fatigue Characteristics of Cement-Treated Aggregate Base Materials under Different Stress States. Applied Sciences 2018, 8, 1500 .

AMA Style

Jiawei Xie, Limin Tang, Songtao Lv, Naitian Zhang, Tuo Huang, Hongfu Liu. Standardization of Fatigue Characteristics of Cement-Treated Aggregate Base Materials under Different Stress States. Applied Sciences. 2018; 8 (9):1500.

Chicago/Turabian Style

Jiawei Xie; Limin Tang; Songtao Lv; Naitian Zhang; Tuo Huang; Hongfu Liu. 2018. "Standardization of Fatigue Characteristics of Cement-Treated Aggregate Base Materials under Different Stress States." Applied Sciences 8, no. 9: 1500.

Journal article
Published: 04 August 2018 in Applied Sciences
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In order to study the influence of freeze-thaw cycles on the multi-axial strength of AC (Asphalt Concrete)-13 and SMA (Stone Mastic Asphalt)-13 asphalt mixtures which are widely used in China, triaxial tests were carried out in the laboratory. Two nonlinear failure criterions under three-dimensional stress states in octahedral space were established. A linear model for engineering design and its simplified testing method were then presented. The three-dimensional failure criteria of asphalt mixtures after 0, 1, 3, 5, 10, 15, 20 freeze-thaw cycles were also proposed. The results indicated that the multi-axial strength decayed significantly after 20 freeze-thaw cycles. It is noteworthy that the strength degrades rapidly during the first 5 freeze-thaw cycles. Compared with AC-13 asphalt mixture, the SMA-13 asphalt mixture exhibits better performance on the resistance to freeze-thaw damage, and it is recommended as the upper surface layer material of pavement structure.

ACS Style

Tuo Huang; Shuai Qi; Ming Yang; Songtao Lv; Hongfu Liu; Jianlong Zheng. Strength Criterion of Asphalt Mixtures in Three-Dimensional Stress States under Freeze-Thaw Conditions. Applied Sciences 2018, 8, 1302 .

AMA Style

Tuo Huang, Shuai Qi, Ming Yang, Songtao Lv, Hongfu Liu, Jianlong Zheng. Strength Criterion of Asphalt Mixtures in Three-Dimensional Stress States under Freeze-Thaw Conditions. Applied Sciences. 2018; 8 (8):1302.

Chicago/Turabian Style

Tuo Huang; Shuai Qi; Ming Yang; Songtao Lv; Hongfu Liu; Jianlong Zheng. 2018. "Strength Criterion of Asphalt Mixtures in Three-Dimensional Stress States under Freeze-Thaw Conditions." Applied Sciences 8, no. 8: 1302.