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MODELLING DESIGN OF THE CAIYAN TUNNEL IN CHONGQING
引用本文:Zhu Jingmin,Zhu Keshan,Wang Liwei,Gu Jincai,Wang Jianting Chongqing Institute of Architecure and Engineering The Chinese PLA No. Chongqing Deigning Institute of Building and Surveying. MODELLING DESIGN OF THE CAIYAN TUNNEL IN CHONGQING[J]. 保鲜与加工, 1989, 0(1)
作者姓名:Zhu Jingmin  Zhu Keshan  Wang Liwei  Gu Jincai  Wang Jianting Chongqing Institute of Architecure and Engineering The Chinese PLA No. Chongqing Deigning Institute of Building and Surveying
作者单位:Zhu Jingmin;Zhu Keshan;Wang Liwei;Gu Jincai;Wang Jianting Chongqing Institute of Architecure and Engineering The Chinese PLA No.89002 Chongqing Deigning Institute of Building and Surveying
摘    要:A modelling design approach for the preliminary dimensioningof underground opening supports is presented in this paper. The method is basedon the model test results under the condition of plane deformation, It is tobe used for the analysis and design of the primary support measures and theproper thickness of secondar linings as welt as appropriate construelion tech-niques adapted to the condition of the Caiyuan Tunnel in Chongqing.

关 键 词:shoterete  rockbolt  secondary lining

MODELLING DESIGN OF THE CAIYAN TUNNEL IN CHONGQING
Zhu Jingmin,Zhu Keshan,Wang Liwei,Gu Jincai,Wang Jianting Chongqing Institute of Architecure and Engineering The Chinese PLA No. Chongqing Deigning Institute of Building and Surveying. MODELLING DESIGN OF THE CAIYAN TUNNEL IN CHONGQING[J]. Storage & Process, 1989, 0(1)
Authors:Zhu Jingmin  Zhu Keshan  Wang Liwei  Gu Jincai  Wang Jianting Chongqing Institute of Architecure  Engineering The Chinese PLA No. Chongqing Deigning Institute of Building  Surveying
Affiliation:Zhu Jingmin;Zhu Keshan;Wang Liwei;Gu Jincai;Wang Jianting Chongqing Institute of Architecure and Engineering The Chinese PLA No.89002 Chongqing Deigning Institute of Building and Surveying
Abstract:A modelling design approach for the preliminary dimensioningof underground opening supports is presented in this paper. The method is basedon the model test results under the condition of plane deformation, It is tobe used for the analysis and design of the primary support measures and theproper thickness of secondar linings as welt as appropriate construelion tech-niques adapted to the condition of the Caiyuan Tunnel in Chongqing.
Keywords:shoterete  rockbolt  secondary lining
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