Mechanics Analysis of Semi-Rigid Subgrade Pavement Structure

Li Ya Su

doi:10.4028/www.scientific.net/AMM.580-583.105

Paper Titles

Finite Element Simulation and Stability Analysis of Composite Soil Nailing
p.83

Fuzzy Mathematical Method of Slope Reliability Analysis in Surface Mine under Seepage Conditions
p.89

Influence of Density on Mechanical Properties for Coarse-Grained Soil Based on Percolation Theory
p.93

Justification for Determination of the Depth of an Active Zone Based on the II Group of Limiting States
p.98

Mechanics Analysis of Semi-Rigid Subgrade Pavement Structure
p.105

Model Test Study of Squeezed Branch Pile under Horizontal Vibration Load
p.109

Model Tests of Foundation Bearing Capacity of Sandy Soil and Pile Foundation Bearing Capacity
p.113

Numerical Simulation of Load Transfer Mechanism of T-Shaped Soil-Cement Deep Mixing Column
p.118

One-Dimensional Consolidation Modelling for Unlayered Soil
p.123

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Mechanics Analysis of Semi-Rigid Subgrade Pavement...

Mechanics Analysis of Semi-Rigid Subgrade Pavement Structure

Abstract:

The semi-rigid base asphalt pavement structure was choose often used to the highway in our country, but the semi-rigid base asphalt pavement early damage almost has become a common phenomenon.In this paper, the rule and trend of mechanics response about pavement structure (the vertical displacement and tensile stress) were analyzed under the semi-rigid base choose different elasticity modulus and thickness by ANSYS for muti-layer foundation of semi-rigid base pavement design to provide reference.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

105-108

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.105

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Online since:

July 2014

Authors:

Li Ya Su*

Keywords:

Asphalt Pavement, Modulus of Elasticity, Reasonable Thickness, Semi-Rigid Foundation

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References

[1] Peng LIN. Analysis on reasonable thickness and horizon of semi-rigid base[D], Tianjin: Hebei University of Technology, (2010).

Google Scholar

[2] Xiaonian CHEN. Analysis on the mechanical response of asphalt pavement by three-dimensional finite element [D], Lanzhou: Lanzhou university of technology, (2006).

Google Scholar

[3] Haiyan ZHU, Xuanchang WANG, Baogui CAO. Stress analysis on the composite pavement of elastic foundation[J], Journal of chang 'an university, 2008, 28, 25-29.

Google Scholar

[4] Jingli ZHANG. Analysis on the limitations and new development direction of the classical pavement structure[J], Technology of Highway and Transport , 2004, 1, 16-18.

Google Scholar