STABILITY ANALYSIS OF TUNNEL HEADING BY RIGID-PLASTIC FINITE ELEMENT METHOD

• TAMURA Takeshi

  京都大学 大学院工学研究科土木工学専攻

• ADACHI Toshihisa

  京都大学 大学院工学研究科土木工学専攻

• KONISHI Shinji

  JAPAN SOCIETY OF CIVIL ENGINEERS

• TSUJI Tetsuya

  JAPAN SOCIETY OF CIVIL ENGINEERS

Bibliographic Information

Other Title

• 剛塑性有限要素法によるトンネル切羽の安定性評価について
• ゴウソセイ ユウゲン ヨウソホウ ニ ヨル トンネル セッパ ノ アンテイセイ ヒョウカ ニ ツイテ

Abstract

The stability analysis of the tunnel heading is studied by means of the rigid-plastic finite element method which is exclusively applicable to the behavior of the critical state of the surrounding ground of the tunnel. It is confirmed that the apparent cohesion of the soft sandy ground, even if it is of a small value, plays an important role to sustain the stability of the tunnel face as was pointed out by Mashimo. The effects of the existence of the un-supported region and the pre-lining on the stability are also considered in relation to the required minimum value of the apparent cohesion.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 1999 (638), 301-310, 1999-12-21

  Japan Society of Civil Engineers

Keywords

• tunnel heading
• stability
• rigid-platicity
• finite element method
• friction angle
• cohesion
• pre-lining

Details

• CRID: 1390282680285512576
• NII Article ID: 10004446275
• NII Article ID: 130003801511
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.1999.638_301
• ISSN: 18827187
• ISSN: 02897806
• ISSN: http://id.crossref.org/issn/02897806
• NDL BIB ID: 4960817
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I4960817
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/1999/638/1999_638_301/_pdf
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed