THE TRANSITION OF LOCALIZED DEFORMATION MODE DEVELOPING IN THE NORMALLY CONSOLIDATED CLAY SPECIMEN
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- KOBAYASHI Ichizo
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- IIZUKA Atsushi
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- OHTA Hideki
- 東京工業大学 工学部開発システム工学科
Bibliographic Information
- Other Title
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- 正規粘土供試体せん断時における局所変形の遷移
Abstract
A soil/water coupled finite element program (DACSAR-F) is coded based on finite elasto-plastic deformation theory. Cam-clay model is incorporated in the program. Then, the localized deformation developing in the normally consolidated clay specimen subjected to plane strain compression shear is numerically simulated. The transition of localized deformation mode is examined and the mode change of localized deformation is discussed. Emphasized is the dominant role of pore water migration inside the specimen to the change of localized deformation mode.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 1999 (617), 1-18, 1999-03-21
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390282680286027264
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- NII Article ID
- 130003983179
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- ISSN
- 18827187
- 02897806
- http://id.crossref.org/issn/02897806
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed