Soil arching in highway piled embankments subjected to moving shakedown limit loads-Reference-Cited by-同舟云学术

Soil arching in highway piled embankments subjected to moving shakedown limit loads

Published:2018-03-15 Issue:8 Volume:24 Page:1120-1134
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Wang Kang Yu¹^ORCID,Zhuang Yan¹,Liu Hanlong²,Miao Yu³

Affiliation:

1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Geotechnical Research Institute, Hohai University , Nanjing, China

2. Key Laboratory of New Technology for Construction of Cities in Mountain Area of the Ministry of Education, Chongqing University , Chongqing, China

3. School of Civil Engineering and Mechanics, Huazhong University of Science and Technology , Wuhan, China

Funder

National Natural Science Foundation of China

111Projects

support from China Scholarship Council

the financial support sponsored by Qing Lan Project

the Fundamental Research Funds for the Central Universities

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2018.1451393

Reference44 articles.

1. Behaviour of single pile in consolidating soil

2. Accumulative deformation in railway track induced by high-speed traffic loading of the trains

3. Development Of A Pavement Rutting Model Using Shakedown Theory

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