A NON-LINEAR BACK-ANALYSIS PROCEDURE FOR SHALLOW TUNNELS EXCAVATED IN UNCONSOLIDATED GROUNDS-Reference-Cited by-同舟云学术

A NON-LINEAR BACK-ANALYSIS PROCEDURE FOR SHALLOW TUNNELS EXCAVATED IN UNCONSOLIDATED GROUNDS

Published:1999-12-21 Issue:638 Volume:1999 Page:383-388
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

OKUDA Mitsugi¹,ABE Toshio¹,SAKURAI Shunsuke¹

Affiliation:

1. JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1999/638/1999_638_383/_pdf

Reference10 articles.

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2. 2) 奥田庸, 阿部敏夫: 垂直縫地ボルトを利用した地表面沈下の抑止に関する実験結果の評価と考察, 土木学会論文集, No. 588/VI-38, pp. 61-74, 1998.

3. 3) 桜井春輔: 都市トンネルの実際, 鹿島出版会, pp49, 1998.

4. 4) Sakurai, S. Hiraoka, A. and Hori, K.: Strain-Induced Damage of Rocks, International Conference on Mechanics of Jointed and Faulted Rock, Vienna, pp. 21-27, 1998.

5. 5) Sakurai, S. and Ine, T.: Strain analysis of jointed rock masses for monitoring the stability of underground openings, Proc. of the Int. Sympo. on Computer and Physical Modelling in Geotechnical Engineering, Bangkok, pp. 221-228, 1986.

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