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

Author:

Wan Xing1,Ding Jianwen2ORCID,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

Reference40 articles.

1. Interpretation of Dynamic Pile Load Testing for Open-Ended Tubular Piles Using Finite-Element Method

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

3. Finite-Element Simulation of Instrumented Asphalt Pavement Response under Moving Vehicular Load

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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