Influence of clay mineralogy on undrained shear strength using Fall cone test
Consistency limits are the basic parameters used as standard inputs for any soil investigation program to evaluate the geotechnical properties of fine-grained soils. The primary objective of this study is to investigate the variations in the undrained shear strength of clays with different plasticit...
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| Format: | Article |
| Language: | English |
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Croatian Association of Civil Engineers
2023-08-01
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| Series: | Građevinar |
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| Online Access: | https://hrcak.srce.hr/file/443580 |