Study on Bonding Performance Between Overlay Layers of Polymer Modified Asphalt Mixture

Zhou Junyu; Zhu Jipeng

doi:doi:10.11648/j.sd.20200805.11

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Study on Bonding Performance Between Overlay Layers of Polymer Modified Asphalt Mixture

Zhou Junyu, Zhu Jipeng

Published in Science Discovery (Volume 8, Issue 5)

Received: 28 July 2020 Published: 23 September 2020

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Abstract

The asphalt mixture thin overlay is usually paved on the basis of the original pavement sprayed with modified asphalt tack coat oil, and the paving thickness is generally controlled within 2-3cm. The thin overlay has the advantages of high strength, good durability, good skid resistance, fast construction speed, high efficiency and short open traffic time. It can effectively solve the problems of slight cracks, skid resistance, shallow rutting, water seepage and aging of pavement. Because the paving thickness of the thin overlay is only 2-3cm, it is difficult to guarantee the bonding force between the overlay and the original pavement layer, which is easy to appear the phenomenon of shear slip between the overlay and the original pavement layer under the load of vehicles, so the interlayer bonding between the overlay and the underlying layer is particularly critical in practical application. This study uses polymer modified asphalt provided by Nanjing limiqing New Material Technology Co., Ltd. in this paper, the bond performance between asphalt concrete and original pavement is tested by pull-out test to verify the bonding performance of the interface, which lays a foundation for the application of thin-layer overlay of asphalt mixture.

Published in	Science Discovery (Volume 8, Issue 5)
DOI	10.11648/j.sd.20200805.11
Page(s)	79-82
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2020. Published by Science Publishing Group

Keywords

Modified Asphalt, Thin Overlay, Drawing Strength, Bonding Strength, Performance

References

[1]	于静涛. 沥青铺装与桥面板层间粘结改善技术研究[D]. 长安大学,2006。
[2]	时林军. 超薄面层层间粘结技术研究[J]. 中外公路,2011。
[3]	高金岐,罗晓辉,徐世法,等.沥青粘结层抗剪强度试验分析[J]. 北京建筑工程学院学报,2003(01):69-74。
[4]	常艳婷,陈忠达,张震,等. Study of Epoxy Emulsified Asphalt Binder Layer Performance of Asphalt Bridge Deck Pavement%[J]. 材料导报,2015,029(018):103-107。
[5]	左秋英,查旭东,陈炜,等.环氧改性沥青粘结层试验研究[J]. 公路与汽运,2007,000(001):94-96。
[6]	陈先华,黄卫,游庆仲,等.环氧沥青粘结层施工均匀性的影响因素与改善措施[J]. 公路交通科技:应用技术版,2008,000(001):P.148-149,158。
[7]	支永光,程刚,王利杰.钢桥面铺装环氧沥青粘结层施工[J]. 浙江交通职业技术学院学报,2004(04):9-12+8。
[8]	侯航舰.沥青粘结层抗剪强度试验探析[J]. 郑州大学学报(工学版),2006,027(003):38-41,58。
[9]	江虹,王雷. 桥面铺装中高粘沥青粘结层施工技术[C]// 2016年建筑科技与经济学术交流会. 2016。
[10]	怀丽,刘洋.环氧沥青粘结层洒布施工控制[C]// 公路交通与建设论坛(2009). 2010。
[11]	汪日灯. 沥青混合料桥面铺装防水粘结层研究[D]. 长安大学,2008。
[12]	赵胜. 基于层次分析法的水泥/沥青混凝土复合路面层间粘结材料的研究[J]. 科学技术创新,2018,000(001):P.139-140。
[13]	黄晖.湛江海湾大桥钢桥面环氧沥青粘结层洒布施工工艺[J]. 公路交通技术,2008,000(003):94-96。
[14]	高畅.钢桥面铺装环氧沥青粘结层施工质量控制[J]. 广东交通职业技术学院学报,2007(03):43-44+47。
[15]	管相礼. 钢箱梁桥面铺装中的环氧沥青粘结层洒布的工艺改进[J]. 投资与创业,2012,000(004):66,69。
[16]	刘朝晖,郑健龙. CRC+AC复合式沥青路面层间界面粘结层抗剪强度试验研究[J]. 中外公路,2007(04):50-53。
[17]	许涛,黄晓明.高剂量SBS改性沥青桥面防水粘结层施工[J]. 施工技术,2006(10):32-33+74。
[18]	苏新国,颜赫,鲁圣弟,等.沥青路面层间粘结效果影响因素[J]. 长安大学学报(自然科学版),2013,033(003):21-26,68。

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APA Style

Zhou Junyu, Zhu Jipeng. (2020). Study on Bonding Performance Between Overlay Layers of Polymer Modified Asphalt Mixture. Science Discovery, 8(5), 79-82. https://doi.org/10.11648/j.sd.20200805.11

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ACS Style

Zhou Junyu; Zhu Jipeng. Study on Bonding Performance Between Overlay Layers of Polymer Modified Asphalt Mixture. Sci. Discov. 2020, 8(5), 79-82. doi: 10.11648/j.sd.20200805.11

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AMA Style

Zhou Junyu, Zhu Jipeng. Study on Bonding Performance Between Overlay Layers of Polymer Modified Asphalt Mixture. Sci Discov. 2020;8(5):79-82. doi: 10.11648/j.sd.20200805.11

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@article{10.11648/j.sd.20200805.11,
  author = {Zhou Junyu and Zhu Jipeng},
  title = {Study on Bonding Performance Between Overlay Layers of Polymer Modified Asphalt Mixture},
  journal = {Science Discovery},
  volume = {8},
  number = {5},
  pages = {79-82},
  doi = {10.11648/j.sd.20200805.11},
  url = {https://doi.org/10.11648/j.sd.20200805.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20200805.11},
  abstract = {The asphalt mixture thin overlay is usually paved on the basis of the original pavement sprayed with modified asphalt tack coat oil, and the paving thickness is generally controlled within 2-3cm. The thin overlay has the advantages of high strength, good durability, good skid resistance, fast construction speed, high efficiency and short open traffic time. It can effectively solve the problems of slight cracks, skid resistance, shallow rutting, water seepage and aging of pavement. Because the paving thickness of the thin overlay is only 2-3cm, it is difficult to guarantee the bonding force between the overlay and the original pavement layer, which is easy to appear the phenomenon of shear slip between the overlay and the original pavement layer under the load of vehicles, so the interlayer bonding between the overlay and the underlying layer is particularly critical in practical application. This study uses polymer modified asphalt provided by Nanjing limiqing New Material Technology Co., Ltd. in this paper, the bond performance between asphalt concrete and original pavement is tested by pull-out test to verify the bonding performance of the interface, which lays a foundation for the application of thin-layer overlay of asphalt mixture.},
 year = {2020}
}

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TY  - JOUR
T1  - Study on Bonding Performance Between Overlay Layers of Polymer Modified Asphalt Mixture
AU  - Zhou Junyu
AU  - Zhu Jipeng
Y1  - 2020/09/23
PY  - 2020
N1  - https://doi.org/10.11648/j.sd.20200805.11
DO  - 10.11648/j.sd.20200805.11
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 79
EP  - 82
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20200805.11
AB  - The asphalt mixture thin overlay is usually paved on the basis of the original pavement sprayed with modified asphalt tack coat oil, and the paving thickness is generally controlled within 2-3cm. The thin overlay has the advantages of high strength, good durability, good skid resistance, fast construction speed, high efficiency and short open traffic time. It can effectively solve the problems of slight cracks, skid resistance, shallow rutting, water seepage and aging of pavement. Because the paving thickness of the thin overlay is only 2-3cm, it is difficult to guarantee the bonding force between the overlay and the original pavement layer, which is easy to appear the phenomenon of shear slip between the overlay and the original pavement layer under the load of vehicles, so the interlayer bonding between the overlay and the underlying layer is particularly critical in practical application. This study uses polymer modified asphalt provided by Nanjing limiqing New Material Technology Co., Ltd. in this paper, the bond performance between asphalt concrete and original pavement is tested by pull-out test to verify the bonding performance of the interface, which lays a foundation for the application of thin-layer overlay of asphalt mixture.
VL  - 8
IS  - 5
ER  -

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Author Information

Zhou Junyu

College of Science, Nanjing University of Science and Technology, Nanjing, China
Zhu Jipeng

College of Science, Nanjing University of Science and Technology, Nanjing, China

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Plain Text BibTeX RIS

APA Style

Zhou Junyu, Zhu Jipeng. (2020). Study on Bonding Performance Between Overlay Layers of Polymer Modified Asphalt Mixture. Science Discovery, 8(5), 79-82. https://doi.org/10.11648/j.sd.20200805.11

Copy | Download

ACS Style

Zhou Junyu; Zhu Jipeng. Study on Bonding Performance Between Overlay Layers of Polymer Modified Asphalt Mixture. Sci. Discov. 2020, 8(5), 79-82. doi: 10.11648/j.sd.20200805.11

Copy | Download

AMA Style

Zhou Junyu, Zhu Jipeng. Study on Bonding Performance Between Overlay Layers of Polymer Modified Asphalt Mixture. Sci Discov. 2020;8(5):79-82. doi: 10.11648/j.sd.20200805.11

Copy | Download

@article{10.11648/j.sd.20200805.11,
  author = {Zhou Junyu and Zhu Jipeng},
  title = {Study on Bonding Performance Between Overlay Layers of Polymer Modified Asphalt Mixture},
  journal = {Science Discovery},
  volume = {8},
  number = {5},
  pages = {79-82},
  doi = {10.11648/j.sd.20200805.11},
  url = {https://doi.org/10.11648/j.sd.20200805.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20200805.11},
  abstract = {The asphalt mixture thin overlay is usually paved on the basis of the original pavement sprayed with modified asphalt tack coat oil, and the paving thickness is generally controlled within 2-3cm. The thin overlay has the advantages of high strength, good durability, good skid resistance, fast construction speed, high efficiency and short open traffic time. It can effectively solve the problems of slight cracks, skid resistance, shallow rutting, water seepage and aging of pavement. Because the paving thickness of the thin overlay is only 2-3cm, it is difficult to guarantee the bonding force between the overlay and the original pavement layer, which is easy to appear the phenomenon of shear slip between the overlay and the original pavement layer under the load of vehicles, so the interlayer bonding between the overlay and the underlying layer is particularly critical in practical application. This study uses polymer modified asphalt provided by Nanjing limiqing New Material Technology Co., Ltd. in this paper, the bond performance between asphalt concrete and original pavement is tested by pull-out test to verify the bonding performance of the interface, which lays a foundation for the application of thin-layer overlay of asphalt mixture.},
 year = {2020}
}

Copy | Download

TY  - JOUR
T1  - Study on Bonding Performance Between Overlay Layers of Polymer Modified Asphalt Mixture
AU  - Zhou Junyu
AU  - Zhu Jipeng
Y1  - 2020/09/23
PY  - 2020
N1  - https://doi.org/10.11648/j.sd.20200805.11
DO  - 10.11648/j.sd.20200805.11
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 79
EP  - 82
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20200805.11
AB  - The asphalt mixture thin overlay is usually paved on the basis of the original pavement sprayed with modified asphalt tack coat oil, and the paving thickness is generally controlled within 2-3cm. The thin overlay has the advantages of high strength, good durability, good skid resistance, fast construction speed, high efficiency and short open traffic time. It can effectively solve the problems of slight cracks, skid resistance, shallow rutting, water seepage and aging of pavement. Because the paving thickness of the thin overlay is only 2-3cm, it is difficult to guarantee the bonding force between the overlay and the original pavement layer, which is easy to appear the phenomenon of shear slip between the overlay and the original pavement layer under the load of vehicles, so the interlayer bonding between the overlay and the underlying layer is particularly critical in practical application. This study uses polymer modified asphalt provided by Nanjing limiqing New Material Technology Co., Ltd. in this paper, the bond performance between asphalt concrete and original pavement is tested by pull-out test to verify the bonding performance of the interface, which lays a foundation for the application of thin-layer overlay of asphalt mixture.
VL  - 8
IS  - 5
ER  -

Copy | Download