DocumentCode :
3246204
Title :
Research on foundation stability and deformation resistance of high-speed railroad under complicated formation condition
Author :
Han, Lishang ; Song, Lei ; Zhang, Houquan ; Yang, Chengli
Author_Institution :
State Key Lab. for Geomechanics & Deep Underground Eng., China Univ. of Min. & Technol., Xuzhou, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
3394
Lastpage :
3397
Abstract :
A certain area complicated formation condition was taken as engineering research background. Dynamic effect coefficient was introduced to analyze moving loads of railway subgrade. Under the conditions of goaf and fault, the movement and deformation laws are analyzed by numerical simulation using software RFPA2D when high-speed train goes across. Four different railway location plans were chosen to get the most unfavorable railway location, and then further research about foundation reinforcement and fault grouting was carried out for the most unfavorable railway location. Finally, the best method of foundation treatment was obtained.
Keywords :
deformation; foundations; numerical analysis; railways; complicated formation condition; deformation resistance; dynamic effect coefficient; fault grouting; foundation reinforcement; foundation stability; high-speed railroad; high-speed train; numerical simulation; railway location plans; railway subgrade; software RFPA2D; Coal; Numerical simulation; Rail transportation; Railway engineering; Rocks; Stability analysis; Stress; RFPA2D; dynamic effect coefficient; fault; foundation reinforcement; goaf; high speed railway;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
Type :
conf
DOI :
10.1109/ICETCE.2011.5775717
Filename :
5775717
Link To Document :
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