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MODELLING FOR THE STRESS-STRAIN BEHAVIOR OF ANISOTROPICALLY LIGHTLY OVERCONSOLIDATED CLAY
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- KOHATA Yukihiro
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
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- MITACHI Toshiyuki
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
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- 異方的に軽く過圧密された粘性土の応力-ひずみ挙動のモデル化
- イホウテキ ニ カルク カアツミツサレタ ネンセイド ノ オウリョク ヒズミ
- Published
- 1989-06-20
- Resource Type
- journal article
- DOI
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- 10.2208/jscej.1989.406_147
- Publisher
- Japan Society of Civil Engineers
Search this article
Description
A series of drained stress probe test on saturated remoulded clay specimens consolidated and rebounded under anisotropic stress condition was performed to investigate the influence of anisotropic stress history and stress path on the stress-strain behavior of clay. Based on the test results, a new constitutive model was proposed which could successfully describe the stress-strain behavior of anisotropically lightly overconsolidated clay.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 1989 (406), 147-155, 1989-06-20
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680577879808
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- NII Article ID
- 130003981020
- 40004506203
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
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- HANDLE
- 10258/998
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- NDL BIB ID
- 3230477
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- Article Type
- journal article
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- Data Source
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- JaLC
- IRDB
- NDL Search
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed
