Dynamic Response Analysis of Asphalt Pavement Based on Transversely Isotropic Subgrade under Different Speeds

Xiang Yun Guo; Zhen Feng Li; Ming Zhang

doi:10.4028/www.scientific.net/AMR.378-379.493

Paper Titles

Model Test Research on Bearing Behavior of Pile-Net Composite Foundation in Super Large Area and Deep Soft Soil
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Seismic Response Characteristics of Deep Soft Site with Depth under Far-Field Ground Motion of Great Earthquake
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Study on Soil Improvement Technology of EPBS Tunnel
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3-D Granular Simulation on the Process of Slope Failure and Collapse
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Dynamic Response Analysis of Asphalt Pavement Based on Transversely Isotropic Subgrade under Different Speeds
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Blast-Induced Cumulative Effects in Surrounding Rock of Largespan Tunnel under Multiple Blasts
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A Numerical Analysis on the Behavior of End-Bearing Pile for Supporting Embankment over Soft Soils
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Application of Fuzzy Cluster to Geotechnical Stratums Division
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Application of Information Entropy and FAHP Evaluation Model in Optimization Decision of Bracing System for Deep Excavation
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 378-379Dynamic Response Analysis of Asphalt Pavement...

Dynamic Response Analysis of Asphalt Pavement Based on Transversely Isotropic Subgrade under Different Speeds

Abstract:

Considering the typical semi-rigid pavement structure, combined with our existing asphalt pavement structural design specification indicators and pavement analysis evaluation indexes, this paper discussed the changing of surface deflection and the tensile stress of the bottom of asphalt pavement graded aggregate base on load axle center under subgrade transversely isotropic, different speeds and non-uniform dynamic load ,when the vehicles running to the central road of model which has a good guide for low speed controlling and service life extension of the road.

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Periodical:

Advanced Materials Research (Volumes 378-379)

Pages:

493-497

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.378-379.493

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Online since:

October 2011

Authors:

Xiang Yun Guo, Zhen Feng Li, Ming Zhang

Keywords:

Finite Element Method (FEM), Moving Load, Road Engineering, Speed, Transversely Isotropic

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References

[1] LI Zhen-feng, (America)Erol Tutumluer. China Water Resources and Hydropower Press2007, in Chinese.

Google Scholar

[2] LI Zhen-feng, HU Chang-shun.: Journal of Xi'an Highway Traffic University, Vol. 20(2001), pp.8-10, in Chinese.

Google Scholar

[3] LI Zhen-feng, HU Chang-shun.: Journal of Chang'an University, Vol. 22(2002), pp.13-16, in Chinese.

Google Scholar

[4] LI Zhen-feng, GUO Xiang-yun, WANG Bing-gang et al.: Journal of Taiyuan Science and Technology University, Vol. 28(2007), pp.296-299, in Chinese.

Google Scholar

[5] LI Zhen-feng, GUO Zhong-yin.: International Innovation Forum for Doctoral Students in Transportation Engineering 2005, Shanghai. 2005, 1, in Chinese.

Google Scholar

[6] Zhang Min, Li Zhen-Feng, Zhao Dui-jia.: Shanxi Transportation Technology(2011), pp.1-3, in Chinese.

Google Scholar

[7] Kuang Hong-zhu, Liu Xue-zeng.: Vol. 2(2006) , pp.112-114, in Chinese.

Google Scholar