Displacement analysis of linear viscoelastic ground with circular or elliptic tunnel under out-of-plane shear loadings

Ken ichi Hirashima, Hiroo Kumasaka, Yasuhiro Mitani, Yoshihisa Shibata

Research output: Contribution to journalArticle

Abstract

The stress and displacement fields resulting from the excavation of a circular or an elliptic tunnel in a viscoelastic medium under out-of-plane shear loadings are obtained by use of the theory of linear viscoelasticity and the correspondence principle. Some numerical examples for Standard- and Burgers-models are given by graphical representation.

Original languageEnglish
Pages (from-to)143-146
Number of pages4
JournalDoboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers
Issue number475 pt 3-24
Publication statusPublished - Sep 1993
Externally publishedYes

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Viscoelasticity
Excavation
Tunnels

All Science Journal Classification (ASJC) codes

  • Engineering(all)

Cite this

Displacement analysis of linear viscoelastic ground with circular or elliptic tunnel under out-of-plane shear loadings. / Hirashima, Ken ichi; Kumasaka, Hiroo; Mitani, Yasuhiro; Shibata, Yoshihisa.

In: Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers, No. 475 pt 3-24, 09.1993, p. 143-146.

Research output: Contribution to journalArticle

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