Investigation of rutting behavior of asphalt pavement in long and steep section of mountainous highway with overloading

Linglin Li; Xiaoming Huang; Ding Han; Mansheng Dong; Dayong Zhu

doi:10.1016/j.conbuildmat.2015.06.016

Investigation of rutting behavior of asphalt pavement in long and steep section of mountainous highway with overloading

Linglin Li^*, Xiaoming Huang, Ding Han, Mansheng Dong, Dayong Zhu

^*Corresponding author for this work

Engineering Systems & Supply Chain Management

Research output: Contribution to journal › Article › peer-review

Abstract

In order to investigate rutting behavior in long and steep section of mountainous highway, this paper selected generalized Kelvin model as the constitutive relationship for asphalt mixture, proposed a new method for material parameter identification, provided the tangential stiffness matrix for the generalized Kelvin model, and applied the constant power vehicular loads on the finite model. The results show that the overload, operational speed, and the tangential and vertical forces of the vehicle have a significant impact on the rutting of asphalt pavement. Based on rutting sensibility analysis, this paper also develops a confinement method of the slope grade and length in long and steep section of mountainous highway.

Original language	English
Pages (from-to)	635-643
Number of pages	9
Journal	Construction and Building Materials
Volume	93
DOIs	https://doi.org/10.1016/j.conbuildmat.2015.06.016
Publication status	Published - 15 Jun 2015

Keywords

Constant power vehicular loads
Generalized Kelvin model
Long and steep section
Rutting

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10.1016/j.conbuildmat.2015.06.016

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title = "Investigation of rutting behavior of asphalt pavement in long and steep section of mountainous highway with overloading",

abstract = "In order to investigate rutting behavior in long and steep section of mountainous highway, this paper selected generalized Kelvin model as the constitutive relationship for asphalt mixture, proposed a new method for material parameter identification, provided the tangential stiffness matrix for the generalized Kelvin model, and applied the constant power vehicular loads on the finite model. The results show that the overload, operational speed, and the tangential and vertical forces of the vehicle have a significant impact on the rutting of asphalt pavement. Based on rutting sensibility analysis, this paper also develops a confinement method of the slope grade and length in long and steep section of mountainous highway.",

keywords = "Constant power vehicular loads, Generalized Kelvin model, Long and steep section, Rutting",

author = "Linglin Li and Xiaoming Huang and Ding Han and Mansheng Dong and Dayong Zhu",

year = "2015",

month = jun,

day = "15",

doi = "10.1016/j.conbuildmat.2015.06.016",

language = "English",

volume = "93",

pages = "635--643",

journal = "Construction and Building Materials",

issn = "0950-0618",

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TY - JOUR

T1 - Investigation of rutting behavior of asphalt pavement in long and steep section of mountainous highway with overloading

AU - Li, Linglin

AU - Huang, Xiaoming

AU - Han, Ding

AU - Dong, Mansheng

AU - Zhu, Dayong

PY - 2015/6/15

Y1 - 2015/6/15

N2 - In order to investigate rutting behavior in long and steep section of mountainous highway, this paper selected generalized Kelvin model as the constitutive relationship for asphalt mixture, proposed a new method for material parameter identification, provided the tangential stiffness matrix for the generalized Kelvin model, and applied the constant power vehicular loads on the finite model. The results show that the overload, operational speed, and the tangential and vertical forces of the vehicle have a significant impact on the rutting of asphalt pavement. Based on rutting sensibility analysis, this paper also develops a confinement method of the slope grade and length in long and steep section of mountainous highway.

AB - In order to investigate rutting behavior in long and steep section of mountainous highway, this paper selected generalized Kelvin model as the constitutive relationship for asphalt mixture, proposed a new method for material parameter identification, provided the tangential stiffness matrix for the generalized Kelvin model, and applied the constant power vehicular loads on the finite model. The results show that the overload, operational speed, and the tangential and vertical forces of the vehicle have a significant impact on the rutting of asphalt pavement. Based on rutting sensibility analysis, this paper also develops a confinement method of the slope grade and length in long and steep section of mountainous highway.

KW - Constant power vehicular loads

KW - Generalized Kelvin model

KW - Long and steep section

KW - Rutting

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UR - https://www.sciencedirect.com/science/article/pii/S0950061815006972?via%3Dihub

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DO - 10.1016/j.conbuildmat.2015.06.016

M3 - Article

AN - SCOPUS:84932634009

SN - 0950-0618

VL - 93

SP - 635

EP - 643

JO - Construction and Building Materials

JF - Construction and Building Materials

ER -

Investigation of rutting behavior of asphalt pavement in long and steep section of mountainous highway with overloading

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Keywords

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