書誌事項
- タイトル別名
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- BACK ANALYSIS OF DEFORMATION MEASUREMENTS IN A LARGE UNDERGROUND CAVERN CONSIDERATING THE INFLUENCE OF DISCONTINUITY OF ROCKS
- ガンバン ノ フレンゾクメン ノ エイキョウ オ コウリョシタ ダイキボ チカ
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抄録
The ground surrounding a cavern generally shows not only continuous behaviours but also discontinuous behaviours of slip and spalling along various types of discontinuities.<br>Sakurai and his co-workers have proposed a method of back analysis of measured displacements by introducing the anisotropic parameters in stress-strain relationship, which enables to introduce such a discontinuous behaviour in the framework of continuum mechanics.<br>The authors have applied this method of back analysis to analyze the behaviours of a large underground cavern of the Cirata Hydroelectric Power Project in Indonesia.<br>In this paper the results obtained in this analysis are shown and discussed.
収録刊行物
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- 土木学会論文集
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土木学会論文集 1989 (403), 75-84, 1989-03-20
公益社団法人 土木学会
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詳細情報
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- CRID
- 1390001205601632512
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- NII論文ID
- 130003980913
- 40004506177
- 10006089516
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- NII書誌ID
- AN10014020
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- ISSN
- 18827187
- 02897806
- http://id.crossref.org/issn/02897806
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- NDL書誌ID
- 3230494
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可