Dynamic Response of a Low Embankment Subjected to Traffic Loads on the Yangtze River Floodplain, China-Reference-Cited by-同舟云学术

Dynamic Response of a Low Embankment Subjected to Traffic Loads on the Yangtze River Floodplain, China

Published:2022-06 Issue:6 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wan Xing¹,Ding Jianwen²^ORCID,Hong Zhenshun³,Huang Cong⁴,Shang Shilei⁵,Ding Cheng⁴

Affiliation:

1. Ph.D. Candidate, Institute of Geotechnical Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China.

2. Professor, Institute of Geotechnical Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: .

3. Professor, Institute of Geotechnical Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China.

4. Graduate Student, Institute of Geotechnical Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China.

5. Assistant Engineer, China Railway 15th Bureau Group Urban Construction Co. Ltd, Luoyang 471002, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002357

Reference40 articles.

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2. Numerical study using stiffness parameters on the nonlinear behavior of RCA pavements under heavy traffic loads

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4. Barker, W. R. 1972. “Nonlinear finite element analysis of heavily loaded airfield pavement systems.” In Proc., Applications of the Element method in Geotechnical Engineering, 657–693. Vicksburg, MS: U.S. Army Engineer Waterways Experiment Station.

5. Soil mechanics in pavement engineering

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