Effects of Principal Stress Rotation on Resilient Behavior in Rail Track Foundations-Reference-Cited by-同舟云学术

Effects of Principal Stress Rotation on Resilient Behavior in Rail Track Foundations

Published:2014-02 Issue:2 Volume:140 Page:04013010
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Gräbe P. J.¹,Clayton C. R. I.²

Affiliation:

1. Professor and Chair in Railway Engineering, Dept. of Civil Engineering, Univ. of Pretoria, Pretoria, Gauteng 0002, South Africa (corresponding author).

2. Professor, Dept. of Infrastructure Engineering, Univ. of Southampton, Southampton SO17 1BJ, U.K.; and Extraordinary Professor, Dept. of Civil Engineering, Univ. of Pretoria, Pretoria, Gauteng 0002, South Africa.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001023

Reference22 articles.

1. Improved framework for predicting permanent deformation in asphalt layers;Brown S. F.;Transportation Research Record 537,1975

2. Soil mechanics in pavement engineering

3. A comparison of railway track foundation design methods

4. Chan F. W. K. and Brown S. F. (1994). “Significance of principal stress rotation in pavements.” Proc. 13th Int. Conf. on Soil Mechanics and Foundation Engineering International Society of Soil Mechanics and Geotechnical Engineering London 1823–1826.

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