Zhou Aizhao, Li Guofu. ELASTIC SOLUTION OF COMPOSITE LINING STRESS DEFORMATION IN CIRCULAR TUNNEL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 58-61,90. doi: 10.13204/j.gyjz201212013
Citation:
Zhou Aizhao, Li Guofu. ELASTIC SOLUTION OF COMPOSITE LINING STRESS DEFORMATION IN CIRCULAR TUNNEL[J]. INDUSTRIAL CONSTRUCTION , 2012, 42(12): 58-61,90. doi: 10.13204/j.gyjz201212013
Zhou Aizhao, Li Guofu. ELASTIC SOLUTION OF COMPOSITE LINING STRESS DEFORMATION IN CIRCULAR TUNNEL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 58-61,90. doi: 10.13204/j.gyjz201212013
Citation:
Zhou Aizhao, Li Guofu. ELASTIC SOLUTION OF COMPOSITE LINING STRESS DEFORMATION IN CIRCULAR TUNNEL[J]. INDUSTRIAL CONSTRUCTION , 2012, 42(12): 58-61,90. doi: 10.13204/j.gyjz201212013
ELASTIC SOLUTION OF COMPOSITE LINING STRESS DEFORMATION IN CIRCULAR TUNNEL
1.
1. School of Civil Engineering &Architecture,Jiangsu University of Science &Technology,Zhenjiang 212003,China;
2.
2. Jiangsu Academy of Safety Science &Technology,Nanjing 210042,China
Received Date: 2012-08-20
Publish Date:
2012-12-20
Abstract
According to the circular tunnel double layer and three-layer composite lining structure,based on hollow circular cylinder elastic solution,the stress deformation elastic solution for different lining layers were deduced,including the lining layer elastic stress,radial displacement and tangential displacement.The study results could provide a refaremce for the design of composite lining structure.
References
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