Probabilistic Analytical Model for Settlement Risk Assessment of High-Speed Railway Subgrade-Reference-Cited by-同舟云学术

Probabilistic Analytical Model for Settlement Risk Assessment of High-Speed Railway Subgrade

Published:2016-06 Issue:3 Volume:30 Page:04015047
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Chen R. P.¹,Jiang P.²,Ye X. W.³,Bian X. C.¹

Affiliation:

1. Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.

2. M.Sc. Candidate, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.

3. Associate Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000789

Reference25 articles.

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2. A General Method for Calculating the Traffic Load-Induced Residual Settlement of a Platform, Based on a Structural Analysis Approach

3. Alonso E. and Krisek R. J. (1973). “Application of random function theory to settlement problems in soil engineering.” Ph.D. thesis Dept. of Civil Engineering Northwestern Univ. Evanston IL.

4. Soil deformation due to cyclic loads on offshore structures;Andersen K. H.;Norw. Geotech. Inst. Publ.,1978

5. Accumulative deformation in railway track induced by high-speed traffic loading of the trains

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