Undrained Triaxial Behavior of Cement Treated Marine Clay
| Autor: | I. Bushra, Rakesh J. Pillai, Retnamony G. Robinson |
|---|---|
| Rok vydání: | 2012 |
| Předmět: |
Cement treated clay
cement Materials science Tri-axial compression tests Bounding surface Yield surface Soil Science Plasticity Tensile strength Geologic models undrained test Cementing (shafts) Models Architecture Ultimate tensile strength Geotechnical engineering triaxial test Cement Consolidation (soil) Bounding surface plasticity Triaxial compression modeling Geology clay Compression testing compressive strength Geotechnical Engineering and Engineering Geology Cementation (geology) Shear strength Consolidation tests Bounding surfaces plasticity Cements Cement-treated marine clays Preconsolidation pressure |
| Zdroj: | Geotechnical and Geological Engineering. 31:801-808 |
| ISSN: | 1573-1529 0960-3182 |
| DOI: | 10.1007/s10706-012-9605-3 |
| Popis: | Clays treated with lower cement contents often exhibit behaviour similar to stiff clays with planar failure surface under triaxial compression. In the present work the behaviour of a marine clay treated with 5 % cement, subjected to undrained triaxial compression tests is studied. The pre-consolidation pressure of the cemented clay due to the cementation bonding is observed to be very high. It is attempted to model the behaviour of cement treated clay using a bounding surface plasticity formulation as the plastic behaviour of the cemented clays within the yield surface has to be considered. The effect of cementation is included in the model as the pre-consolidation pressure obtained from consolidation tests. The tensile strength due to cementation bonds is included in the equation of the bounding surface. Simulations of the undrained triaxial compression tests on cemented clays are carried out and the results are validated with the experimental results. � 2012 Springer Science+Business Media Dordrecht. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
|
Full text from SpringerLink