A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Relationship between the undrained shear strength, water content, and mineralogical properties of fine-grained soils
The relationship between the undrained shear strength of fine-grained soils and the water content can be described with a nonlinear function in which the type of soil is determined by two parameters. It is well known that these parameters depend mainly on the mineral compositions of soilsč these relationships, however, have not yet been investigated. The findings describedin this paper define those mineralogical properties of soils which determine the values of both parameters. Experimentally obtained results suggest that the parameters primarily depend on the size of the clay minerals,their quantity in soil composition, and the interlayer water quantityin the expanding clay minerals. As this dependence is well defined, the parameters, and thus the undrained shear strength at different water content, can be defined from knowledge of these mineralogical soil properties.
Relationship between the undrained shear strength, water content, and mineralogical properties of fine-grained soils
The relationship between the undrained shear strength of fine-grained soils and the water content can be described with a nonlinear function in which the type of soil is determined by two parameters. It is well known that these parameters depend mainly on the mineral compositions of soilsč these relationships, however, have not yet been investigated. The findings describedin this paper define those mineralogical properties of soils which determine the values of both parameters. Experimentally obtained results suggest that the parameters primarily depend on the size of the clay minerals,their quantity in soil composition, and the interlayer water quantityin the expanding clay minerals. As this dependence is well defined, the parameters, and thus the undrained shear strength at different water content, can be defined from knowledge of these mineralogical soil properties.
Relationship between the undrained shear strength, water content, and mineralogical properties of fine-grained soils
Trauner, Ludvik (author) / Dolinar, Bojana (author) / Mišič, Miha (author)
2012-06-01
International journal of geomechanics, 2005. ; ISSN: 1532-3641
Miscellaneous
Electronic Resource
English
DDC:
690
Undrained Shear Strength and Compression Properties of Swedish Fine-Grained Sulphide Soils
| British Library Conference Proceedings | 2009
Evaluation of undrained shear strength of Swedish fine-grained sulphide soils
| British Library Online Contents | 2015
Laboratory evaluation of undrained shear strength of a soft fine grained soils
| BASE | 2021
Estimation of undrained shear strength of fine grained soils from cone penetration resistance
| DOAJ | 2017
Factors influencing undrained strength of fine-grained soils at high water contents
| Taylor & Francis Verlag | 2021