Applicability of Strain Softening Analysis for Tunnel Excavation
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説明
As a one of alternative model to predict the behavior of tunnel excavation in unconsolidated ground, the strain hardening up to softening model has been proposed in this paper. The model based on plastic theory has been formulated, not in ordinary stress space but in strain one because of consistent unloading definition due to strain softening. Material model parameters were estimated from unconfined and tri-axial compression tests....
収録刊行物
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- Memoirs of the Faculty of Engineering Osaka City University
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Memoirs of the Faculty of Engineering Osaka City University 56 15-27, 2015-12
GRADUATE SCHOOL OF ENGINEERING OSAKA CITY UNIVERSITY
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詳細情報 詳細情報について
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- CRID
- 1050282677425072000
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- NII論文ID
- 110010006865
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- NII書誌ID
- AA0073257X
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- ISSN
- 00786659
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- 本文言語コード
- en
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- 資料種別
- departmental bulletin paper
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- データソース種別
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- IRDB
- CiNii Articles