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

Effects of Principal Stress Rotation on Permanent Deformation in Rail Track Foundations

Published:2009-04 Issue:4 Volume:135 Page:555-565
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Gräbe P. J.¹²,Clayton C. R.¹²

Affiliation:

1. Associate Professor and Chair in Railway Engineering, Dept. of Civil Engineering, Univ. of Pretoria, 0002, South Africa.

2. Professor of Infrastructure Engineering, School of Civil Engineering and the Environment, Univ. of Southampton, Highfield, Southampton, SO17 1BJ, U.K.

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%291090-0241%282009%29135%3A4%28555%29

Reference32 articles.

1. A Cyclic Simple Shear Apparatus for Dry Granular Materials

2. Baldi G. Hight D. W. and Thomas G. E. (1988). “A reevaluation of conventional triaxial test methods.” ASTM STP977 ASTM West Conshohoeken Pa. 219–263.

3. A hydraulic triaxial apparatus for controlled stress path testing

4. British Standards Institution (BSI). (1990). “Methods of test for soils for civil engineering purposes.” BS1377 BSI London.

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