Effects of Principal Stress Rotation on the Cumulative Deformation of Normally Consolidated Soft Clay under Subway Traffic Loading-Reference-Cited by-同舟云学术

Effects of Principal Stress Rotation on the Cumulative Deformation of Normally Consolidated Soft Clay under Subway Traffic Loading

Published:2014-04 Issue:4 Volume:140 Page:04013046
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Xiao Junhua¹,Juang C. Hsein²,Wei Kai³,Xu Shiqin⁴

Affiliation:

1. Associate Professor, College of Transportation Science and Engineering, Nanjing Univ. of Technology, Nanjing, Jiangsu 210009, China (corresponding author).

2. Professor, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634.

3. Associate Professor, Key Laboratory of High-Speed Railway Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China.

4. Postgraduate Student, College of Transportation Science and Engineering, Nanjing Univ. of Technology, Nanjing, Jiangsu 210009, China.

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.1943-5606.0001069

Reference13 articles.

1. ABAQUS 6.10 [Computer software]. Providence RI Dassault Systèmes Simulia.

2. Traffic-Load-Induced Permanent Deformation of Road on Soft Subsoil

3. 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 Taylor & Francis New York 1823–1826.

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

5. The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils

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