FINITE ELEMENT ANALYSIS OF ADVANCED SHIELD TUNNELING IN SOILS.

G. Wayne Clough*, Takeshi Shirasuna, Richard J. Finno

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contribution

7 Scopus citations

Abstract

New generation tunneling shields for soil are capable of exerting a positive pressure on the soil at the face and inducing an initial heaving effect not observed with conventional shields. This is important to control of ground movements and creates a more complex situation than heretofore encountered in finite element analysis of this problem. Several soil and tunnel construction models are considered and tested against case history data for their ability to predict observed behavior for an advanced shield.

Original languageEnglish (US)
Title of host publicationUnknown Host Publication Title
EditorsT. Kawamoto, Y. Ichikawa
PublisherA. A. Balkema
Pages1167-1174
Number of pages8
ISBN (Print)9061915821
StatePublished - Dec 1 1985

Publication series

Name
Volume2

ASJC Scopus subject areas

  • Engineering(all)

Fingerprint Dive into the research topics of 'FINITE ELEMENT ANALYSIS OF ADVANCED SHIELD TUNNELING IN SOILS.'. Together they form a unique fingerprint.

  • Cite this

    Clough, G. W., Shirasuna, T., & Finno, R. J. (1985). FINITE ELEMENT ANALYSIS OF ADVANCED SHIELD TUNNELING IN SOILS. In T. Kawamoto, & Y. Ichikawa (Eds.), Unknown Host Publication Title (pp. 1167-1174). A. A. Balkema.