Stress-path and piezometric head field analysis of soil during earth pressure balanced shield tunneling

A. Afshani, H. Akagi

研究成果: Conference contribution

抄録

The effects of earth pressure balanced (EPB) tunneling on the soil stress path and piezometric head of the soil during tunnel advancement are considered in this study. First, the 3D stress distributions of the area near the crown and spring line of the tunnel are investigated, after which the tunnel stress path with respect to the Mohr-Coulomb yielding surface is presented. Next, by taking into account the three significant factors of a) advance rate of the tunnel face, b) consolidation coefficient of the soil, and c) overburden depth of the tunnel, a parametric study is conducted and the effect of EPB tunneling on the piezometric head field of the soil is examined.

本文言語English
ホスト出版物のタイトルGeotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 8th Int. Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, TC204 ISSMGE - IS-SEOUL 2014
出版社Taylor and Francis - Balkema
ページ295-302
ページ数8
ISBN(印刷版)9781138027008
出版ステータスPublished - 2014 1月 1
イベント8th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, TC204 ISSMGE - IS-SEOUL 2014 - Seoul, Korea, Republic of
継続期間: 2014 8月 252014 8月 27

出版物シリーズ

名前Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 8th Int. Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, TC204 ISSMGE - IS-SEOUL 2014

Conference

Conference8th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, TC204 ISSMGE - IS-SEOUL 2014
国/地域Korea, Republic of
CitySeoul
Period14/8/2514/8/27

ASJC Scopus subject areas

  • 地盤工学および土木地質学
  • 土木構造工学

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