›› 2008, Vol. 29 ›› Issue (2): 545-548.

• Geotechnical Engineering • Previous Articles     Next Articles

Project optimization of superficial layer shading excavation of large-span diversion calvert through speedway

QI Lan, CHEN Yong, ZHANG Liang, NING Shao-chen   

  1. School of Civil Engineering, Tianjin University, Tianjin 300072, China
  • Received:2006-01-12 Online:2008-02-11 Published:2013-07-10

Abstract: Projects of excavation constructions of triple-span arch culvert are simulated using nonlinear finitee element analysis program. After two feasible construction projects are simulated, ground surface settlement, stress change of liner, plastic zone of surrounding soil and so on in the one project are relatively compared with those in the another project. An optimized project is then selected by using fuzzy evaluation after comprehensive consideration. Various risk situations in tunnel excavations are found from the simulation data, which reminds construction unit to adopt relevant provision for the risk area, has achieved high application value and can be used in similar construction for reference.

Key words: superficial layer shading excavation, triple-span arch culvert, side wall pilot culvert, side culvert CRD, project op- timization;

CLC Number: 

  • TU 554
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] ZHANG De-hai , ZHU Fu-sheng , XING Ji-bo,. Numerical simulation of projectile penetrating into plain concrete [J]. , 2006, 27(7): 1143-1146.
[2] GUAN Lin-xing, ZHU He-hua, YU Ning. Analysis of internal force of shield lining in cross-section considering load combination [J]. , 2004, 25(8): 1302-1306.
[3] YU Ning, ZHU He-hua, . Analysis of earth deformation caused by shield tunnel construction and 3D-FEM simulation [J]. , 2004, 25(8): 1330-1334.
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