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Haibin Li
School of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an 710064, China

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Journal article
Published: 17 July 2021 in Sustainability
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Asphalt pavement hot recycling technology can improve resource utilization efficiency, reduce energy waste and CO2 emissions, and bring huge economic and social benefits, further promoting the realization of “carbon peak and carbon neutrality”. This paper uses single logarithmic regression fitting on the fatigue failure life of recycled asphalt mixture with high RAP content to characterize the influence of RAP content (R), stress ratio (C), loading frequency (H) and test temperature (T) on the fatigue life of recycled asphalt mixture. Subsequently, the relationship between fatigue life and stress ratio of recycled asphalt mixture, under the influence of different RAP content, loading frequency and test temperature was analyzed. The results showed that the fatigue life of recycled asphalt mixture decreased with an increase in RAP content, stress ratio and test temperature, and decreased as loading frequency increased. Fatigue life and stress ratio were found to be approximately logarithmic, and based on the relationship between fatigue equation parameters a, b and R, T, H, the fatigue prediction model for recycled asphalt mixtures with independent variables R, C, H, and T was established.

ACS Style

Qingwei Ma; Zhongyin Guo; Ping Guo; Liangyu Sun; Fayong Yang; Haibin Li. Research on Fatigue Prediction Model of Asphalt Mixture with High RAP Content. Sustainability 2021, 13, 7995 .

AMA Style

Qingwei Ma, Zhongyin Guo, Ping Guo, Liangyu Sun, Fayong Yang, Haibin Li. Research on Fatigue Prediction Model of Asphalt Mixture with High RAP Content. Sustainability. 2021; 13 (14):7995.

Chicago/Turabian Style

Qingwei Ma; Zhongyin Guo; Ping Guo; Liangyu Sun; Fayong Yang; Haibin Li. 2021. "Research on Fatigue Prediction Model of Asphalt Mixture with High RAP Content." Sustainability 13, no. 14: 7995.

Original research paper
Published: 31 May 2021 in International Journal of Pavement Research and Technology
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The novel crumb rubber (CR)/styrene–butadiene-styrene (SBS) composite modified asphalt has shown through various researches to have a better engineering performance than many commonly used modified asphalts. On the basis of the optimal preparation scheme of composite asphalt rubber, dynamic shear rheology (DSR) test was conducted to evaluate the rheological property of the modified asphalt, and performance tests were conducted on the composite asphalt rubber mixture. The influence of gradation type and anti-rutting agent on its mixture’s performance improvement was then summarized. Three different micro analysis test methods were used to observe the distribution and morphological changes of the modifier in the asphalt. Furthermore, the subsequent physical and chemical reactions that occurred between asphalt and modifier during the modification process were also studied. The results showed that the viscosity of composite asphalt rubber decreased as shear time increased. The rutting factor and the creep rate of the composite asphalt rubber were about 77.9% and 4.4%, respectively, both higher than that of the asphalt rubber. Meanwhile, when compared with the anti-rutting agent used in practical engineering, the high-temperature performance of HXR-I (anti-rutting agent) was improved by 45.3%, the low-temperature performance was improved by 6.3%, and the water stability was improved by 17.8%. The microscopic test results showed that the rubber particles in the composite asphalt rubber swelled and were wrapped by asphalt and distributed around the aggregate. At the same time, it also illustrated that adding anti-rutting agent can improve the performance of the composite asphalt rubber in an effective way, which could adequately meet the required low-temperature performance, thus expanding its application in road engineering.

ACS Style

Haibin Li; Chengxue Zhang; Xiaolong Zou; Wenbo Li; Guijuan Zhao; Qingwei Ma; Ping Guo; Yanping Sheng. Analysis of the Rheological Performance of Composite Asphalt Rubber and the Influence of Gradation Types on its Mixture Prepared Under the Optimal Specifications. International Journal of Pavement Research and Technology 2021, 1 -17.

AMA Style

Haibin Li, Chengxue Zhang, Xiaolong Zou, Wenbo Li, Guijuan Zhao, Qingwei Ma, Ping Guo, Yanping Sheng. Analysis of the Rheological Performance of Composite Asphalt Rubber and the Influence of Gradation Types on its Mixture Prepared Under the Optimal Specifications. International Journal of Pavement Research and Technology. 2021; ():1-17.

Chicago/Turabian Style

Haibin Li; Chengxue Zhang; Xiaolong Zou; Wenbo Li; Guijuan Zhao; Qingwei Ma; Ping Guo; Yanping Sheng. 2021. "Analysis of the Rheological Performance of Composite Asphalt Rubber and the Influence of Gradation Types on its Mixture Prepared Under the Optimal Specifications." International Journal of Pavement Research and Technology , no. : 1-17.

Research article civil engineering
Published: 16 July 2019 in Arabian Journal for Science and Engineering
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Volcanic stones are a kind of natural materials, and they will occupy large amounts of land resources which brings a lot of inconvenience to local residents and traffic. Meanwhile, the annual demand for limestone in the world is about 1.2 billion tons and high-quality limestone has low natural resources and low production volume. In order to comply with the current green eco-friendly pavement concept, this paper aims to study the use of volcanic rocks in place of limestone in road pavement construction as a way of utilizing available natural mineral resource to reduce the problematic over-dependence on limestone. In this paper, asphalt mastics with different dosages of ground volcanic stone and limestone powder were produced. Combining macro and micro-methods, the applicability of volcanic stone was analyzed and evaluated from the aspects of basic performance experiments, X-ray photoelectron spectroscopy, scanning electron microscopy and infrared spectroscopy. The results clearly showed that the volcanic stone powder could get better distribution and better high-temperature performance in the asphalt mastic than limestone powder. It contained Si and much higher content of SiO2, Al2O3, Fe2O3, Na2O and K2O which promoted chemical reactions with the asphalt, making it more compatible with asphalt than limestone powder. Based on the results of this study, it can be concluded that volcanic stone could effectively replace some limestone usage in the asphalt pavement field which will in return reduce the occupation of land resources and provide a new choice for the limestone.

ACS Style

Haibin Li; Wenjie Wang; Wenbo Li; Assaad Taoum; Guijuan Zhao; Ping Guo. Replacement of Limestone with Volcanic Stone in Asphalt Mastic Used for Road Pavement. Arabian Journal for Science and Engineering 2019, 44, 8629 -8644.

AMA Style

Haibin Li, Wenjie Wang, Wenbo Li, Assaad Taoum, Guijuan Zhao, Ping Guo. Replacement of Limestone with Volcanic Stone in Asphalt Mastic Used for Road Pavement. Arabian Journal for Science and Engineering. 2019; 44 (10):8629-8644.

Chicago/Turabian Style

Haibin Li; Wenjie Wang; Wenbo Li; Assaad Taoum; Guijuan Zhao; Ping Guo. 2019. "Replacement of Limestone with Volcanic Stone in Asphalt Mastic Used for Road Pavement." Arabian Journal for Science and Engineering 44, no. 10: 8629-8644.

Article
Published: 01 May 2019 in International Journal of Pavement Research and Technology
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This paper aims to study the mechanical performance and durability properties of the brucite fiber reinforced cement stabilized base at the low-temperature condition. Five type samples with different fiber content were prepared, and the related mechanical performance and durability properties were examined. The test results indicated that the added brucite fiber could enhance both the mechanical and durability performance of the cement stabilized base. Specifically, it was found that the unconfined compressive/splitting tensile strength can reach at 3-day age and 7-day age could reach 41%/37% and 67%/67% respectively compared to the results at 28-day age. Furthermore, the added brucite fiber can reduce the drying shrinkage of the cementitious material and also improve its resistance to frost damage. The X-ray diffraction and Scanning Electron Microscopy tests were further conducted to examine the improvement mechanism of the brucite fiber reinforcement. It is found that the hydration degree of cement paste was enhanced with the added brucite fiber. The designed brucite fiber cement stabilized sample in this study is suitable for pavement construction in alpine regions.

ACS Style

Yanping Sheng; Haichuan Jia; Shuaicheng Guo; Assaad Taoum; Bowen Guan; Haibin Li; Xiong Rui. Effect of brucite fibers and early strength agent on cement stabilized macadam in Alpine regions. International Journal of Pavement Research and Technology 2019, 12, 315 -324.

AMA Style

Yanping Sheng, Haichuan Jia, Shuaicheng Guo, Assaad Taoum, Bowen Guan, Haibin Li, Xiong Rui. Effect of brucite fibers and early strength agent on cement stabilized macadam in Alpine regions. International Journal of Pavement Research and Technology. 2019; 12 (3):315-324.

Chicago/Turabian Style

Yanping Sheng; Haichuan Jia; Shuaicheng Guo; Assaad Taoum; Bowen Guan; Haibin Li; Xiong Rui. 2019. "Effect of brucite fibers and early strength agent on cement stabilized macadam in Alpine regions." International Journal of Pavement Research and Technology 12, no. 3: 315-324.

Article
Published: 01 May 2019 in International Journal of Pavement Research and Technology
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In order to realize the comprehensive utilization of waste oils and improve performance of aged asphalt, a new type of asphalt rejuvenator was developed using waste engine oil (WEO) and waste cooking oil (WCO) as the basis and the other two additives as auxiliary materials. The n an orthogonal test was designed with four factors and three levels to determine the optimum amount of each component of the new rejuvenator. After the process conditions were proposed, the reasonable ratio of different materials of the rejuvenator was determined by the indoor tests, i.e. softening point, penetration and Brookfield viscosity of recycled asphalt. Afterwards, the regenerative effect was studied and analyzed to verify its feasibility compared with the aged asphalt and virgin asphalt. At the same time, the temperature sensitivity of the asphalt sample was evaluated by the dynamic shear rheometer (DS R) tests. The results showed that the aged asphalt could be rejuvenated by the new regeneration agent. Workability was improved as a result of lower viscosity experienced in the asphalt. The properties of aged asphalt could be significantly improved with the rejuvenator content of 3%–4%. The new asphalt rejuvenator with mixed WEO and WCO had good potential applications in recycled asphalt pavement field, which provided waste oils a wider range of application.

ACS Style

Haibin Li; Guoming Liu; Bo Dong; Guijuan Zhao; Ping Guo; Jianyun Huang; Yanping Sheng. Research on the development and regeneration performance of asphalt rejuvenator based on the mixed waste engine oil and waste cooking oil. International Journal of Pavement Research and Technology 2019, 12, 336 -346.

AMA Style

Haibin Li, Guoming Liu, Bo Dong, Guijuan Zhao, Ping Guo, Jianyun Huang, Yanping Sheng. Research on the development and regeneration performance of asphalt rejuvenator based on the mixed waste engine oil and waste cooking oil. International Journal of Pavement Research and Technology. 2019; 12 (3):336-346.

Chicago/Turabian Style

Haibin Li; Guoming Liu; Bo Dong; Guijuan Zhao; Ping Guo; Jianyun Huang; Yanping Sheng. 2019. "Research on the development and regeneration performance of asphalt rejuvenator based on the mixed waste engine oil and waste cooking oil." International Journal of Pavement Research and Technology 12, no. 3: 336-346.

Journal article
Published: 28 April 2019 in Applied Sciences
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In order to explore the applicability of waste engine oil and waste cooking oil used in aged asphalt, the effect of waste engine oil and waste cooking oil on aged asphalt recycling was studied through the analysis of the improvement of its physical, chemical, and rheological properties. Six aged asphalt binders with different aging times were obtained by indoor test simulation using the Thin Film Oven Test at 163 °C. Then, waste engine oil and waste cooking oil with five different dosages were added to investigate improvement performances. The results clearly demonstrated that waste engine oil and waste cooking oil could soften and recover the work ability of aged asphalt effectively. Furthermore, the physical, chemical, and rheological performances of six aged asphalts could be improved to normal level of virgin asphalt if the content of waste engine oil or waste cooking oil was suitable. The rheological properties of aged asphalt with waste cooking oil had better improvement than that with waste engine oil. Overall, the good applicability would provide waste oil a much wider service range in asphalt pavement recycling field. It also provided a method of developing new rejuvenating agent with the two waste oils to achieve complex synergism effect. Moreover, it realized the waste cyclic utilization and environmental protection.

ACS Style

Haibin Li; Bo Dong; Wenjie Wang; Guijuan Zhao; Ping Guo; Qingwei Ma. Effect of Waste Engine Oil and Waste Cooking Oil on Performance Improvement of Aged Asphalt. Applied Sciences 2019, 9, 1767 .

AMA Style

Haibin Li, Bo Dong, Wenjie Wang, Guijuan Zhao, Ping Guo, Qingwei Ma. Effect of Waste Engine Oil and Waste Cooking Oil on Performance Improvement of Aged Asphalt. Applied Sciences. 2019; 9 (9):1767.

Chicago/Turabian Style

Haibin Li; Bo Dong; Wenjie Wang; Guijuan Zhao; Ping Guo; Qingwei Ma. 2019. "Effect of Waste Engine Oil and Waste Cooking Oil on Performance Improvement of Aged Asphalt." Applied Sciences 9, no. 9: 1767.

Research article civil engineering
Published: 02 January 2019 in Arabian Journal for Science and Engineering
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The objective of this study was to evaluate binder characterization of the desulfurized rubber asphalt (DRA) and crumb rubber asphalt (CRA) with different contents and compare those materials with available virgin asphalt (VA). The effects of desulfurized rubber and regular rubber on VA were investigated from the physical, rheological and stability properties point of view. The results indicated that DRA had the similar physical and rheological performances with CRA, but DRA was much better in improving storage property. The desulfurized rubber could integrate into asphalt to perform both chemical reaction and physical swelling while crumb rubber mainly dispersed incompatibly in asphalt. The chemical fusion in DRA could provide much better rutting resistance and stability performance in high temperature and increase the low-temperature performance. Although the asphalt characterization was enhanced with increasing rubber contents, excessive rubber addition could not get much better performance improvement. It was recommended that 15–20% desulfurized rubber content was optimum for designing asphalt rubber mixture to acquire improved performance and long storage stability. Overall, the long storage of DRA would provide asphalt rubber technology a much wider range of service and adaption in the road field construction.

ACS Style

Haibin Li; Bo Dong; Dong Zhao; Ping Guo; Juan Zhang. Physical, Rheological and Stability Properties of Desulfurized Rubber Asphalt and Crumb Rubber Asphalt. Arabian Journal for Science and Engineering 2019, 44, 5043 -5056.

AMA Style

Haibin Li, Bo Dong, Dong Zhao, Ping Guo, Juan Zhang. Physical, Rheological and Stability Properties of Desulfurized Rubber Asphalt and Crumb Rubber Asphalt. Arabian Journal for Science and Engineering. 2019; 44 (5):5043-5056.

Chicago/Turabian Style

Haibin Li; Bo Dong; Dong Zhao; Ping Guo; Juan Zhang. 2019. "Physical, Rheological and Stability Properties of Desulfurized Rubber Asphalt and Crumb Rubber Asphalt." Arabian Journal for Science and Engineering 44, no. 5: 5043-5056.

Journal article
Published: 01 November 2017 in International Journal of Geomechanics
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The differential settlement between the newly built embankment and the old one is becoming a serious problem in the extension construction of roadways in some areas. To solve this problem, cement fly-ash gravel (CFG) piles are used to control settlements because of their simple construction. Sheet piles, which are mainly used in railway subgrade construction, can provide greater load performance and reduce settlement. The main objectives of this study were (1) to compare the settlement-controlling performance of sheet piles and CFG piles and (2) to evaluate the application of sheet piles to highway extension engineering. To compare the treatment effect, a case study was conducted. The settlements occurring at the instrumented locations were periodically monitored through the embedded settlement plates and horizontal inclinometers. The settlements in the construction processes were continuously observed. It was found that the settlement rate in the sheet-pile area lessened after surface construction, and the settlement was much smaller than that in the CFG-pile area, even though the initial settlement in the sheet-pile area was larger than that in the CFG-pile area before surface construction. The results suggest that the sheet pile has a significant effect on total and differential settlement control in extension construction. The insights in differential settlement indicate that the sheet pile could improve the subgrade bearing capacity and strengthen the stability of the embankment. Sheet piles could be one of the favorable ground-improvement methods to treat the settlement in highway extension constructions when the construction time and deformation are strictly restricted.

ACS Style

Haibin Li; Xianglei Zheng; Yanping Sheng; Shengwang Ke. Differential Settlements of Embankment Treated by Cement Fly-Ash Gravel Pile and Sheet Pile in Freeway Extension Constructions. International Journal of Geomechanics 2017, 17, 04017092 .

AMA Style

Haibin Li, Xianglei Zheng, Yanping Sheng, Shengwang Ke. Differential Settlements of Embankment Treated by Cement Fly-Ash Gravel Pile and Sheet Pile in Freeway Extension Constructions. International Journal of Geomechanics. 2017; 17 (11):04017092.

Chicago/Turabian Style

Haibin Li; Xianglei Zheng; Yanping Sheng; Shengwang Ke. 2017. "Differential Settlements of Embankment Treated by Cement Fly-Ash Gravel Pile and Sheet Pile in Freeway Extension Constructions." International Journal of Geomechanics 17, no. 11: 04017092.

Research article
Published: 17 May 2017 in Advances in Materials Science and Engineering
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A new type of alkali-free liquid accelerator for shotcrete was prepared. Specifically, the setting time and strength and shrinkage performance of two kinds of Portland cement with the accelerator were fully investigated. Moreover, the accelerating mechanism of alkali-free liquid accelerator and the hydration process of the shotcrete with accelerator were explored. Results show that alkali-free liquid accelerator significantly shortened the setting time of cement paste, where the initial setting time of cement paste with 8 wt% of the accelerator was about 3 min and the final setting time was about 7 min. Compressive strength at 1 day of cement mortar with the accelerator could reach 23.4 MPa, which increased by 36.2% compared to the strength of cement mortar without the accelerator, and the retention rate of 28-day compressive strength reached 110%. In addition, the accelerator still shows a good accelerating effect under low temperature conditions. However, the shrinkage rate of the concrete increased with the amount of the accelerator. 5~8% content of accelerator is recommended for shotcrete in practice. XRD and SEM test results showed that the alkali-free liquid accelerator promoted the formation of ettringite crystals due to the increase of Al3+ and SO42- concentration.

ACS Style

Yanping Sheng; Bin Xue; Haibin Li; Yunyan Qiao; Huaxin Chen; Jianhong Fang; Anhua Xu. Preparation and Performance of a New-Type Alkali-Free Liquid Accelerator for Shotcrete. Advances in Materials Science and Engineering 2017, 2017, 1 -9.

AMA Style

Yanping Sheng, Bin Xue, Haibin Li, Yunyan Qiao, Huaxin Chen, Jianhong Fang, Anhua Xu. Preparation and Performance of a New-Type Alkali-Free Liquid Accelerator for Shotcrete. Advances in Materials Science and Engineering. 2017; 2017 ():1-9.

Chicago/Turabian Style

Yanping Sheng; Bin Xue; Haibin Li; Yunyan Qiao; Huaxin Chen; Jianhong Fang; Anhua Xu. 2017. "Preparation and Performance of a New-Type Alkali-Free Liquid Accelerator for Shotcrete." Advances in Materials Science and Engineering 2017, no. : 1-9.

Journal article
Published: 18 March 2017 in Applied Sciences
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Lignin fibers typically influence the mixture performance of stone matrix asphalt (SMA), such as strength, stability, durability, noise level, rutting resistance, fatigue life, and water sensitivity. However, limited studies were conducted to analyze the influence of fibers on the percent voids in mineral aggregate in bituminous mixture (VMA) during the mixture design. This study analyzed the effect of different fibers and fiber contents on the VMA in SMA mixture design. A surface-dry condition method test and Marshall Stability test were applied on the SMA mixture with four different fibers (i.e., flocculent lignin fiber, mineral fiber, polyester fiber, blended fiber). The test results indicated that the bulk specific gravity of SMA mixtures and asphalt saturation decreased with the increasing fiber content, whilst the percent air voids in bituminous mixtures (VV), Marshall Stability and VMA increased. Mineral fiber had the most obvious impact on the bulk specific gravity of bituminous mixtures, while flocculent lignin fiber had a minimal impact. The mixture with mineral fiber and polyester fiber had significant effects on the volumetric properties, and, consequently, exhibited better VMA over the conventional SMA mixture with lignin fiber. Modified fiber content range was also provided, which will widen the utilization of mineral fiber and polyester fiber in the applications of SMA mixtures. The mixture evaluation suggested no statistically significant difference between lignin fiber and polyester fiber on the stability. The mineral fiber required a much larger fiber content to improve the mixture performance than other fibers. Overall, the results can be a reference to guide SMA mixture design.

ACS Style

Yanping Sheng; Haibin Li; Ping Guo; Guijuan Zhao; Huaxin Chen; Rui Xiong. Effect of Fibers on Mixture Design of Stone Matrix Asphalt. Applied Sciences 2017, 7, 297 .

AMA Style

Yanping Sheng, Haibin Li, Ping Guo, Guijuan Zhao, Huaxin Chen, Rui Xiong. Effect of Fibers on Mixture Design of Stone Matrix Asphalt. Applied Sciences. 2017; 7 (3):297.

Chicago/Turabian Style

Yanping Sheng; Haibin Li; Ping Guo; Guijuan Zhao; Huaxin Chen; Rui Xiong. 2017. "Effect of Fibers on Mixture Design of Stone Matrix Asphalt." Applied Sciences 7, no. 3: 297.