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<Paper>Secondary Compression of Anisotropic Consolidated Clays
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- Kawaura Fumiko
- Kuroiwa Surveyin Design Office Co. Ltd.
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- Tonosaki Akira
- Department of Civil Engineering, Kanazawa Institute of Technology
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- Akaishi Masaru
- Department of Civil Engineering, Tokai University
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- Dafalias Yannis F.
- Department of Civil & Enviromental Engineering, University of Califormia, Davis and National Tehnical University of Athenes
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Description
A constitutive model capable of accounting for time dependency and the quasi-pre-consolidated effect is presented. The model adopts the concept of an anisotropic bounding surface combining, elastoplastic and viscoplastic theory to simulate secondary compression of quasi-pre-consolidated clay under the multidimensional condition. Predictive capability of the proposed model is confirmed by Kg and anisotropic consolidation tests.
Journal
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- Proceedings of the School of Engineering of Tokai University
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Proceedings of the School of Engineering of Tokai University 27 13-18, 2002
Tokai University
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Keywords
Details 詳細情報について
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- CRID
- 1574231876550467072
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- NII Article ID
- 110000031271
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- NII Book ID
- AA11060702
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- ISSN
- 03880788
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- Text Lang
- en
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- Data Source
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- CiNii Articles