Key parameters analysis of surface subsidence induced by tunneling construction
CSTR:
Author:
Affiliation:

Clc Number:

Fund Project:

National Natural Science Foundation of China(No. 51378235); Wuhan Urban And Rural Construction Commission Foundation(No. 201208,201217)

  • Article
  • |
  • Figures
  • |
  • Metrics
  • |
  • Reference
  • |
  • Related
  • |
  • Cited by
  • |
  • Materials
  • |
  • Comments
    Abstract:

    In order to identify the key factors inducing the surface subsidence while shield tunneling,a key parameter selection model and solving method based on RS-SVM is proposed. The information entropy rules were used to discretize seven continuous variables including Internal Friction Angle(IFA),Cohesive Force(CF)etc. Genetic Algorithm and Rough Set for attribute reduction were combined to obtain several collections that significantly affect the surface subsidence; Using the statistical learning of RVM to select the best collection which optimally reflects the relationship between parameters and surface subsidence,we get four parameters: Single Ring Grouting Pressure,Internal Friction Angle,Specific Torque(ST),Incision of Slurry Pressure and each of the collections was the critical parameter that should be considered in construction. The method was applied in a completed metro tunnel in Wuhan,China and the results indicated the feasibility of the method.

    Reference
    Related
    Cited by
Get Citation

吴贤国,王彦红,缪翔,王纯亮,杨琼鹏,张立茂.地铁盾构施工诱发地表沉降关键影响因素分析[J].土木与环境工程学报(中英文),2015,37(2):8~15

Copy
Related Videos

Share
Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:October 15,2014
  • Revised:
  • Adopted:
  • Online: May 13,2015
  • Published:
Article QR Code