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

doi:10.2208/jscej.1993.475_143

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 journal › Article › peer-review

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 language	English
Pages (from-to)	143-146
Number of pages	4
Journal	Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers
Issue number	475 pt 3-24
DOIs	https://doi.org/10.2208/jscej.1993.475_143
Publication status	Published - 1993
Externally published	Yes

All Science Journal Classification (ASJC) codes

Engineering(all)

Access to Document

10.2208/jscej.1993.475_143

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 et al.
In: Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers, No. 475 pt 3-24, 1993, p. 143-146.

Research output: Contribution to journal › Article › peer-review

@article{50e1971f8a564ff08a6918e8cc0981a3,

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

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.",

author = "Hirashima, {Ken ichi} and Hiroo Kumasaka and Yasuhiro Mitani and Yoshihisa Shibata",

year = "1993",

doi = "10.2208/jscej.1993.475_143",

language = "English",

pages = "143--146",

journal = "Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers",

issn = "0289-7806",

publisher = "公益社団法人土木学会",

number = "475 pt 3-24",

}

TY - JOUR

T1 - Displacement analysis of linear viscoelastic ground with circular or elliptic tunnel under out-of-plane shear loadings

AU - Hirashima, Ken ichi

AU - Kumasaka, Hiroo

AU - Mitani, Yasuhiro

AU - Shibata, Yoshihisa

PY - 1993

Y1 - 1993

N2 - 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.

AB - 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.

UR - http://www.scopus.com/inward/record.url?scp=0027660895&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0027660895&partnerID=8YFLogxK

U2 - 10.2208/jscej.1993.475_143

DO - 10.2208/jscej.1993.475_143

M3 - Article

AN - SCOPUS:0027660895

SN - 0289-7806

SP - 143

EP - 146

JO - Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers

JF - Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers

IS - 475 pt 3-24

ER -

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

Abstract

All Science Journal Classification (ASJC) codes

Access to Document

Other files and links

Fingerprint

Cite this