Determination of traffic-load-influenced depths in clayey subsoil based on the shakedown concept-Reference-Cited by-同舟云学术

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Determination of traffic-load-influenced depths in clayey subsoil based on the shakedown concept

Published:2015-10 Issue: Volume:77 Page:182-191
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Tang LianSheng,Chen HaoKun,Sang HaiTao,Zhang SiYang,Zhang JieYi

Funder

National Natural Science Foundation of China

Specialized Research Fund for the Doctoral Program of Higher Education

Natural Science Foundation of Guangdong Province, China

Science and Technology Planning Project of Guangdong Province, China

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference42 articles.

1. In situ tests simulating traffic-load-induced settlement of alluvial silt subsoil;Cui;Soil Dyn Earthq Eng,2014

2. Permanent deformation of subgrade soils;Guo;Anal Asph Pavement Mater Syst (ASCE),2007

3. Experimental and modeling studies of permanent strains of subgrade soils;Puppala;J Geotech Geoenviron,2009

4. Permanent deformation behaviour of granular materials;Werkmeister;Road Mater Pavement,2005

5. Rational method for design of railroad track foundation;Shahu;Soils Found,2000

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