Low Temperature Crack Resistance of Recycled Asphalt Mixture with Waste Frying Oil Based on Semi-circular Bending Test

2021 ◽  
pp. 78-88
Author(s):  
Yingbiao Wu ◽  
Jinjin Shi ◽  
Yu Zhang ◽  
Jinyan Liu
Keyword(s):  
Low Temperature ◽  
Crack Resistance ◽  
Asphalt Mixture ◽  
Frying Oil ◽  
Bending Test ◽  
Waste Frying Oil ◽  
Recycled Asphalt ◽  
Temperature Crack

Research on Crack Resistance Evaluation of Asphalt Mixture at Low Temperature

2013 ◽  
Vol 753-755 ◽  
pp. 668-672
Author(s):  
Li Jie Ma ◽  
Hai Bin Chen ◽  
Jin Yu Zhang
Keyword(s):  
Low Temperature ◽  
Crack Resistance ◽  
Tensile Strain ◽  
Unit Volume ◽  
Asphalt Mixture ◽  
Asphalt Mixtures ◽  
Bending Test ◽  
Test Unit ◽  
Research Areas ◽  
Temperature Crack

In order to improve the low temperature evaluation, on the basis of the low temperature bending test unit volume destruction to evaluate the low temperature crack resistance of asphalt mixtures. Since the destruction can be indicators of unit volume mixture critical flexural tensile strain and flexural strength of two indicators integrated. Therefore, use it to assess the low temperature crack resistance of asphalt mixture is more scientific, the indicators has also become a new method of low-temperature research areas.

Research of the Low Temperature Crack Resistance for the Mineral Fiber Rein-Forced Asphalt Mixture

2011 ◽  
Vol 97-98 ◽  
pp. 172-175 ◽  
Author(s):  
Li Hua Zhao ◽  
Gang Xu ◽  
Jing Zhao
Keyword(s):  
Low Temperature ◽  
Crack Resistance ◽  
Creep Test ◽  
Asphalt Mixture ◽  
Bending Test ◽  
Mineral Fibers ◽  
Mineral Fiber ◽  
Temperature Crack

This paper do the experiments of trabecular bending test and trabecular bending creep test on AC-16C asphalt mixture of adding two kinds of mineral fibers and non fiber within the temperature of 10°C,5°C and 20°C, analysis the influence of adding mineral fiber to the asphalt mixture on the low temperature crack performance.

scholarly journals Study on the Performance of the Physical Foaming Warm-mix Recycled Asphalt Mixture

2021 ◽  
Vol 261 ◽  
pp. 02058
Author(s):  
Zheng Zhigang ◽  
He Yunwu ◽  
Wang Tao ◽  
Wei Hanxin ◽  
Liang Xiayi ◽  
...  
Keyword(s):  
High Temperature ◽  
Low Temperature ◽  
Crack Resistance ◽  
Asphalt Mixture ◽  
Temperature Stability ◽  
Water Stability ◽  
High Temperature Stability ◽  
Recycled Asphalt ◽  
Reclaimed Asphalt ◽  
Temperature Crack

In order to evaluate the performance of the physical foaming warm-mix recycled asphalt mixture (WRAM), the hot mix plant recycling technology was adopted to develop AC-20 hot-mix recycled asphalt mixture (HRAM) and the WRAM of different reclaimed asphalt pavement (RAP) contents. The high temperature stability, water stability and low temperature crack resistance performance of the reclaimed asphalt pavement were evaluated. The results indicate that the physical foaming WRAM feature better high temperature stability, water stability and low temperature crack resistance compared to those of HRAM. With the increase in RAP contents, the high temperature stability of the physical foaming WRAM and HRAM rises notably but the water stability and low temperature crack resistance performance continues to drop.

scholarly journals Feasibility Evaluation of Preparing Asphalt Mixture with Low-Grade Aggregate, Rubber Asphalt and Desulphurization Gypsum Residues

Materials ◽  
2018 ◽  
Vol 11 (8) ◽  
pp. 1481 ◽  
Author(s):  
Xiaoliang Zhang ◽  
Ben Zhang ◽  
Huaxin Chen ◽  
Dongliang Kuang
Keyword(s):  
High Temperature ◽  
Low Temperature ◽  
Crack Resistance ◽  
Asphalt Mixture ◽  
Temperature Stability ◽  
Asphalt Mixtures ◽  
Limestone Powder ◽  
Low Grade ◽  
High Temperature Stability ◽  
Temperature Crack

Road construction consumes great amounts of high-grade natural resources. Using low-grade natural rocks or some solid wastes as substitute materials is a hot topic. Considering this, the feasibility of using low-grade granite aggregate, solid waste-based filler (desulphurization gypsum residues, DGR) and binder (waste tire rubber modified asphalt, RMA) simultaneously in asphalt mixtures has been fully investigated in this research. The commonly used base asphalt and limestone powder (LP) filler were control groups. Material characteristics of raw materials mainly including micro-morphology, functional group, mineral phase, chemical composition and thermal stability were first evaluated in order to recognize them. Four asphalt mixtures (two asphalt binder and two filler) were then designed by standard Superpave method. Finally, a detailed investigation into the pavement performance of asphalt mixtures was carried out. The moisture damage resistance and low-temperature crack resistance were detected by the changing rules of stability, strength and fracture energy, and the high-temperature stability and fatigue performance were determined by wheel tracking test and indirect tensile (IDT) fatigue test, respectively. Results suggested that RMA and DGR both showed positive effects on the low-temperature crack resistance and fatigue property of the granite asphalt mixture. DGR also strengthened moisture stability. The contribution of RMA on high-temperature deformation resistance of the granite asphalt mixture was compelling. It can offset the insufficiency in high-temperature stability made by DGR. A conclusion can be made that asphalt mixture prepared with granite, DGR and RMA possesses satisfactory pavement performances.

scholarly journals Research on Low Temperature Performance of Emulsified Asphalt Cold Recycled Mixture and Improvement Measures Based on Fracture Energy

Materials ◽  
2020 ◽  
Vol 13 (14) ◽  
pp. 3176
Author(s):  
Jialin Zhang ◽  
Mulian Zheng ◽  
Jianzhong Pei ◽  
Jiupeng Zhang ◽  
Rui Li
Keyword(s):  
Low Temperature ◽  
Crack Resistance ◽  
Fracture Energy ◽  
Influencing Factors ◽  
Engineering Application ◽  
Bending Test ◽  
Energy Index ◽  
Cracking Performance ◽  
Emulsified Asphalt ◽  
Temperature Crack

At present, there are no specific indicators and requirements for the low-temperature crack resistance of emulsified asphalt cold recycled mixture (CRME) in the Chinese road mixture specifications. In order to expand the application of this technology in the asphalt surface layer in cold areas, this paper studied the influence of 10 influencing factors on the low-temperature anti-cracking performance of CRME through the semicircular bending test (SCB) with fracture energy as the evaluation index. The research results show that the fracture energy index of the SCB test can be used to evaluate the low temperature crack resistance of CRME. After 10 kinds of influencing factors were analyzed, it was found that the biggest factor affecting the low-temperature cracking resistance of the mixture was the recycling agent, which had an effect on the fracture energy index of over 60%. Followed by cement, fiber and compaction work, the degree of influence exceeded 30%. Finally, combined with engineering application experience, some specific measures to improve the low-temperature anti-cracking performance of CRME were proposed.

Study on Pavement Performance of High Volume Reclaiming Asphalt Mixture

2014 ◽  
Vol 1081 ◽  
pp. 260-264
Author(s):  
Wei Rong Huang ◽  
Ming Tan
Keyword(s):  
High Temperature ◽  
Low Temperature ◽  
Crack Resistance ◽  
Asphalt Mixture ◽  
Temperature Stability ◽  
High Volume ◽  
Pavement Performance ◽  
Water Stability ◽  
High Temperature Stability ◽  
Temperature Crack

It was based on laboratory test, in order to study on the high temperature stability, water stability and low-temperature crack resistance of AC-16 reclaiming asphalt mixture with different proportion of old material, this test takes into account 9 kinds of these asphalt mixture. The results show, with the old material blending ratio increased, the high temperature stability of asphalt mixture changed for the better, water stability and low-temperature crack resistance deteriorated. The pavement performance meet the requirements of secondary road or less, when old material content is within 70%. The research results provide reference for the application of reclaiming asphalt mixture.

Experiment Research on Performance of Low-Temperature Crack Resistance of Reinforced Asphalt Mixtures

2010 ◽  
Vol 163-167 ◽  
pp. 1128-1133 ◽  
Author(s):  
Yu Xia Zhong ◽  
Xian Li Wang ◽  
Ming Jun Liao
Keyword(s):  
Low Temperature ◽  
Crack Resistance ◽  
Steel Fiber ◽  
Asphalt Mixture ◽  
Methyl Cellulose ◽  
Cellulose Fiber ◽  
Indirect Tension ◽  
Cold Area ◽  
Indirect Tension Test ◽  
Temperature Crack

According to the phenomenon of pavement cracking in low temperature in Northeast China, AC-13I and AK-13I of the two gradations, SBS, Methyl Cellulose fiber and steel fiber are adopted to research the mechanics parameters of reinforced asphalt mixture by Indirect tension test at minus 10 degrees centigrade entering on pavement material. Improvement of the low-temperature indirect tensile strength, stiffness and deformation capacity of asphalt mixture is analyzed and mechanisms are revealed. The results indicate that low-temperature crack resistance of steel fiber-reinforced AC-13I asphalt mixture is improved significantly, it is better for the cold area in Northeast.

scholarly journals Effect of aging on low-temperature crack resistance and water stability of polyester fiber asphalt mixture

2021 ◽  
Author(s):  
Jinrong Wu ◽  
Zhaoxu Niu ◽  
Haiyan Chen
Keyword(s):  
Low Temperature ◽  
Crack Resistance ◽  
Water Immersion ◽  
Asphalt Mixture ◽  
Polyester Fiber ◽  
Water Stability ◽  
Short Term ◽  
Asphalt Mortar ◽  
Temperature Crack

Abstract In order to study the influence of different aging conditions on the low-temperature crack resistance and water stability of polyester fiber asphalt mixture. Prepare standard Marshall specimens of asphalt mixture with 0.4 % polyester fiber doping, and carry out water immersion Marshall test and low temperature splitting test through indoor asphalt mortar aging, asphalt mixture short-term aging and long-term aging. The results show that: under the three aging conditions, when the water immersion and low temperature time are fixed, with the increase of the aging degree, the water stability and low temperature crack resistance of the asphalt mixture decrease. When the immersion time is 2 h, the stability of asphalt mortar aging and short-term aging decreases by 6.0% and 11.8%, respectively, compared with unaging, but the long-term aging is only 3.6% lower than the short-term aging. When the temperature is -5℃, the split tensile strength of asphalt mortar aged and short-term aged increases by 4.24% and 14.35%, respectively, compared with unaging, while long-term aging only increases 4.18% compared with short-term aging. This indicates that the short-term aging condition has the most significant effect on the water stability and low-temperature crack resistance of polyester fiber asphalt mixes. At the same time, this study established a regression equation between the test temperature and the low temperature evaluation index through quadratic fitting (the correlation coefficient is 0.960-0.998), and the regression relationship can be used to estimate the low temperature evaluation index at different test temperatures.

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