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Dilatancy characteristics of normally consolidated cohesive soils.
Bibliographic Information
- Other Title
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- Dilatancy characteristics of normally consolidated cohesive soil
Description
Coefficient of dilatancy of clays is shown to be linearly related to their plasticity index. Undrained test results on twelve soils comprising natural reconstituted clays and clay-sand mixtures form the basis of the proposed correlation. Different correlation is obtained with variation in either consolidation history and stress path during undrained shear.
Journal
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- SOILS AND FOUNDATIONS
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SOILS AND FOUNDATIONS 29 (1), 165-172, 1989
The Japanese Geotechnical Society
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Keywords
Details 詳細情報について
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- CRID
- 1390001204612038784
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- NII Article ID
- 130003915864
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- ISSN
- 03851621
- 00380806
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- Text Lang
- en
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed