Effects of Principal Stress Axis Rotation on Unsaturated Rail Track Foundation Deterioration

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• 作者：Chaminda Gallage^a ; ¹ ; ^{chaminda.gallage@qut.edu.au" class="auth_mail" title="E-mail the corresponding author} ; Biyanvilage Dareeju^a ; ² ; ^{biyanvilage.dareeju@qut.edu.au" class="auth_mail" title="E-mail the corresponding author} ; Manika Dhanasekar^a ; ³ ; ^{m.dhanasekar@qut.edu.au" class="auth_mail" title="E-mail the corresponding author} ; Tatsuya Ishikawa^b ; ⁴ ; ^{t-ishika@eng.hokudai.ac.jp" class="auth_mail" title="E-mail the corresponding author}
• 关键词：Rail track ; Track deterioration ; Unsaturated subgrade ; Principal stress axis rotation ; Ground water content
• 刊名：Procedia Engineering
• 出版年：2016
• 出版时间：2016
• 年：2016
• 卷：143
• 期：Complete
• 页码：252-259
• 全文大小：1097 K

文摘

Precise assessment of cyclic plastic deformation of rail track subgrade is essential in designing cost effective rail tracks. Plastic deformation of rail tracks is often underestimated due to the omission of effects of principal stress axis rotation and water content on subgrade deformation. Moisture content of rail track subgrade is influenced by infiltration, seasonal ground water table variation and climate changes. To understand the influence of principal stress axis rotation and moisture content on the plastic deformation of soil, a series of cyclic moving wheel loading tests and cyclic triaxial compression tests were performed on unsaturated Toyoura sand, using a modified multi-ring shear apparatus. Results show that the presence of water in sand affects the cyclic plastic deformation of subgrade of rail tracks, significantly. The subgrade water content variation combined with the principal stress axis rotation further increases the accumulation of the cyclic plastic deformation of subgrade under moving wheel loads. Experimental results further conclude that the conventional experimental methods are unable to accurately assess the rail track deterioration process introduced by water content of rail track subgrade under repeated moving wheel load and highlight the requirements of realistic test methods such as the cyclic moving load multi-ring shear test, the cyclic hollow cylindrical test, or the model test in predicting rail track deterioration process of unsaturated subgrade under moving wheel loads.